150914 P.001 - GENERAL NOTES - PLUMBING

V

SS

SWS

SWR

M

E

G

PIPING DESCRIPTION

SHOCK ARRESTOR SCHEDULE NOTES:1. PROVIDE SHOCK ARRESTORS IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI-WH-201.2. SEE MANUFACTURERS RECOMMENDATIONS FOR SIZING OF SHOCK ARRESTORS ON LENGTHS OF PIPE OVER 20'.3. SHOCK ARRESTOR TO BE ALL STAINLESS STEEL CONSTRUCTION.4. SHOCK ARRESTOR TO HAVE PISTON TYPE BELLOWS.

MANUFACTURER

SIOUX CHIEF HYDRA-RESTER

FIXTUREUNITS

SIZETYPE

CONNECTIONSIZE

ARRESTORLENGTH






NOTE:1. ALL PIPE WITHIN OR PASSING THRU RATED FLOOR CAVITIES SHALL BE CAST IRON

OR COPPER2. ALL PENETRATIONS INTO RATED FLOOR CAVITIES SHALL BE FIRE CAULKED AT

BOTH PENETRATIONS.3. ALL ROOF DRAIN BODIES AND HORIZONTAL PORTIONS OF RAINLEADERS SHALL BE

INSULATED. THE INSULATION SHALL BE CARRIED PAST FITTING A MINIMUM OF 24"ONTO THE VERTICAL SECTION OF PIPE.

DOMESTIC WATER PIPE

WASTE AND VENT PIPE

STORMWATER PIPE

CONDENSATE PIPE

NATURAL GAS

ABOVEGROUND:COLD WATER: AQUA-PEX BLUE WITH PROPEX LEAD FREEFITTINGS, EQUAL TO UPONORHOT WATER: AQUA-PEX RED WITH PROPEX LEAD FREE FITTINGS,EQUAL TO UPONORALL ABOVEGROUND PEX PIPE SHALL BE SUPPORTED WITHPEX-A PIPE SUPPORT SYSTEM

FLUSH VALVE FURNISHED WITH AN INTEGRAL VACUUMBREAKER

AIR GAP AND WATTS 288A

FAUCET FURNISHED WITH AN INTEGRAL VACUUM BREAKERAND WATTS 288A

AIR GAP

WATTS 288A / 388ASC

FURNISHED WITH AN INTEGRAL BACKFLOW PREVENTER ANDVACUUM BREAKER PORT

FURNISHED WITH AN INTEGRAL VACUUM BREAKER

WATER CLOSET

HAND WASHING SINKS / LAVATORIES

SERVICE / MOP SINKS

ELECTRIC WATER COOLER

ICE MACHINE

TRAP PRIMER

WALL HYDRANTS, HOSE BIBBS

DRINKING FOUNTAIN AIR GAP

NOTES,

1. CONTRACTOR SHALL FURNISH AND INSTALL BACKFLOW PREVENTION DEVICES AT THE EQUIPMENT

LISTED ABOVE.

2. DEVICES LISTED ARE MANUFACTURED BY WATTS REGULATOR COMPANY. CONTRACTOR MAY SUBMIT

AN EQUAL FROM ANOTHER MANUFACTURER FOR REVIEW.

3. CONTRACTOR TO VERIFY TYPE, MODEL AND INSTALLATION REQUIREMENTS FOR ALL BACKFLOW

PREVENTION DEVICES, INCLUDING MASTER BFP WITH LOCAL AUTHORITIES HAVING JURISDICTION.

S

NATURAL GAS PIPING

HOT WATER RETURN PIPING

COLD WATER PIPING

HOT WATER PIPING

SOIL, WASTE OR SANITARY SEWER PIPING

BALL VALVE

SOLENOID OPERATED VALVE

PRESSURE REDUCING VALVE

BACK FLOW PREVENTER

CHECK VALVE (ARROW INDICATES FLOW DIRECTION)

WALL CLEAN OUT

FLOOR DRAIN

FLOOR CLEAN OUT/ GROUND CLEAN OUT

RISE OR DROP

RISER UP (ELBOW)

RISER DOWN (ELBOW)

VENT THROUGH ROOF

VENT PIPING

WCO

FCO/GCO

ACCESSIBLE PLUMBING FIXTURE

SIZE (inches) MINIMUM SLOPE (inches per foot)

FOR SI: 1 inch = 25.4 mm, 1 inch per foot = 83.3 mm/m.

FLOW METER

PUMP

WYE STRAINER WITH 3/4 INCH BALL TYPE BLOWDOWNAND HOSE CONNECTION

WALL HYDRANT (HOSE BIBB)

SOLAR WATER SUPPLY PIPING

SOLAR WATER RETURN PIPING

TRAP

UNION

RELIEF VALVE

TEMPERATURE GAUGE

1

2 1/2 OR LESS

3 TO 6

6 OR LARGER

1/4

1/8

1/16

SYMBOL DESCRIPTION

1. ANY AND ALL INCONSISTENCIES, CONTRADICTIONS AND/OR CONFLICTS SHALL BE BROUGHT TO THE

ENGINEER'S ATTENTION PRIOR TO BID. ANY AND ALL INCONSISTENCIES, CONTRADICTIONS AND/OR

CONFLICTS NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BID SHALL BE RESOLVED BY

APPLYING THE MOST STRINGENT AND/OR HIGHEST QUALITY OPTION WITH NOT COST TO THE OWNER.

2. THESE PLANS ARE DIAGRAMMATIC AND MAY NOT SHOW MINOR DETAILS AND LOCATIONS. FOR

DIMENSIONS, REFER TO THE ARCHITECTURAL PLANS.

3. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION OF ANY WORK.

4. VERIFY THE LOCATION OF ALL EQUIPMENT SUPPLIED BY OTHERS.

5. PROVIDE A DIELECTRIC UNION WHEN CONNECTING DISSIMILAR METALS.

6. PROVIDE FIRE RATED SLEEVES IN ALL LOCATIONS WHERE PENETRATIONS OF RATED WALLS AND FLOORS

ARE MADE. ALL OPENINGS WILL BE MADE FIREPROOF.

7. ALL NEW UNDERGROUND WATER PIPING SHALL BE INSTALLED BELOW THE FROST LINE BUT NOT LESS

THAN 24" BELOW FINISHED GRADE TO PIPE CROWN.

8. ALL VENT LINES SHALL SLOPE UP TO VENT THROUGH ROOF. VENT THROUGH ROOF SHALL BE 10'-0"

MINIMUM FROM ANY FRESH AIR INTAKES.

9. ALL WASTE STACKS SHALL HAVE A CLEAN OUT AT THE BASE OF THE STACK. COORDINATE LOCATION OF

CLEAN OUTS WITH CASEWORK.

10. PROVIDE ISOLATION VALVES AT ALL FIXTURES.

11. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES.

12. ALL WALL MOUNTED LAVATORIES TO HAVE INSULATION ON ANY EXPOSED PIPES.

13. COMPLETELY ROD AND FLUSH OUT ALL SANITARY WASTE LINES AFTER BUILDING IS COMPLETED.

14. PROVIDE CHROME ESCUTCHEON RINGS AT ALL EXPOSED CEILING AND WALL PENETRATIONS.

15. DIMENSION ACTUAL LOCATION OF ALL UNDERGROUND WATER LINES ON AS-BUILT DRAWINGS. A MINIMUM

OF TWO DIMENSIONS FROM BUILDING REFERENCE POINTS SHALL BE PROVIDED WITH A BURY DEPTH

INDICATED.

16. INSTALL SEISMIC RESTRAINTS ON PIPING. SEE SEISMIC-RESTRAINT DEVICES SPECIFICATIONS.

17. ALL UNDERGROUND LINES OUTSIDE BUILDING FOOTPRINTS SHALL BE REQUIRED TO HAVE A

MAGNETIC-TYPE WARNING TAPE INSTALLED IN THE BACKFILL AT LEAST SIX (6) INCHES BELOW GRADE.

18. PROVIDE 12 INCH CLEARANCE AROUND AUDIO VISUAL EQUIPMENT WHEN ROUTING PLUMBING PIPING.

19. PIPING SUPPORT SHALL BE FROM STRUCTURAL STEEL. SUPPORT FROM THE METAL ROOF DECK OR BAR

JOIST BRIDGING ANGLES IS PROHIBITED.

20. PIPE PENETRATIONS THRU SLAB SHALL BE SLEEVED PRIOR TO RADIANT FLOOR HEATING PIPE

INSTALLATION. DO NOT CORE DRILL SLAB AFTER RADIANT FLOOR HEAT PIPE INSTALLATION.

21. ALL METAL PIPING TO BE BONDED ACCORDING TO CURRENT NEC CODES.

22. PROVIDE HEAT TRACE TO PLUMBING FIXTURES AND PIPING NOT IN CONDITIONED SPACES. HEAT TRACE

TO BE MINIMUM 8 Watts/FT.

GENERAL REQUIREMENTS:

1. PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NORTH CAROLINA STATE PLUMBING

CODE AND WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.

2. GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE AN INTEGRAL PART OF THE PLUMBING

SPECIFICATIONS INSOFAR AS THE GENERAL AND SPECIAL CONDITIONS ARE APPLICABLE TO THE

PLUMBING WORK, UNLESS OTHERWISE SPECIFIED.

3. SCOPE: PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED FOR THE COMPLETION AND

OPERATION OF ALL PLUMBING SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE CODES.

4. PERMITS: APPLY AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY ANY

PUBLIC AUTHORITY HAVING JURISDICTION. ACREAGE CHARGES, FACILITIES CHARGES AND BOND

PROPERTY ASSESSMENTS ARE NOT TO BE CONSTRUED TO BE A PART OF THIS CONTRACT.

5. WARRANTY: PROVIDE A ONE YEAR WARRANTY, FROM THE DATE OF ACCEPTANCE OF WORK BY THE

OWNER, FOR ALL PLUMBING MATERIALS AND EQUIPMENT.

6. COORDINATE ALL PLUMBING PIPING LOCATIONS, ROUGH-IN LOCATIONS AND EQUIPMENT LOCATIONS WITH

OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES. FINAL PIPING AND EQUIPMENT LOCATIONS

SHALL BE A CODE COMPLIANT INSTALLATION FOR ALL TRADES.

7. FIELD VERIFY PROPER OPERATION OF EXISTING SYSTEMS BEFORE STARTING CONSTRUCTION. NOTIFY

THE ARCHITECT / ENGINEER OF RECORD OF ANY PROBLEMS OR DISCREPANCIES BETWEEN THE

CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED

BEFORE CONTINUING WORK IN THE EFFECTED AREAS.

8. CUT WALLS, FLOORS AND CEILINGS AS REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALL CUTTING

SHALL BE HELD TO A MINIMUM. PATCH AND FINISH SURFACES TO MATCH ADJOINING SURFACES.

9. PLUMBING PLANS SHALL NOT BE SCALED. REFERENCE THE ARCHITECTURAL PLANS FOR ALL LOCATIONS

OF PLUMBING FIXTURES, WALLS, DOORS, WINDOWS, ETC.

10. PLUMBING PIPING SHALL BE LOCATED CONCEALED IN WALLS, PARTITIONS OR ABOVE CEILINGS UNLESS

NOTED OTHERWISE. PLUMBING PIPING IN EXPOSED AREAS SHALL BE RUN TIGHT TO UNDERSIDE OF

STRUCTURE.

11. PLUMBING PIPING, VENTS, ETC. EXTENDING THROUGH EXTERIOR WALLS AND/OR THE ROOF SHALL BE

FLASHED AND COUNTER FLASHED IN A WATERPROOF MANNER. COORDINATE FLASHING WITH THE

GENERAL CONTRACTOR.

12. DO NOT INSTALL PLUMBING PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL PLUMBING

PIPING SHOWN IN EXTERIOR WALLS ON THE CONDITIONED SIDE OF THE WALL INSULATION.

13. PROVIDE NON-CONDUCTING DIELECTRIC UNIONS WHENEVER CONNECTING DISSIMILAR METALS.

14. ATTACH HANGERS TO STRUCTURE, HANGERS SHALL NOT ATTACH TO THE DECK.

15. PROVIDE ACCESS DOORS FOR VALVES, WATER HAMMER ARRESTORS, TRAP PRIMERS, ETC. CONCEALED IN

MASONRY WALLS, GYPBOARD WALLS AND/OR CEILINGS THAT WILL REQUIRE MAINTENANCE ACCESS.

16. PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO:

PLUMBING FIXTURES AND EQUIPMENT, FIRE STOPPING, SEISMIC BRACING, PIPE IDENTIFICATION, DOMESTIC

WATER SYSTEM, SANITARY WASTE AND VENT SYSTEM, STORM DRAIN SYSTEM, NATURAL GAS SYSTEM

PLUMBING FIXTURES AND EQUIPMENT:

1. PROVIDE COMPLETE PLUMBING FIXTURES AND EQUIPMENT. INCLUDE SUPPLIES, STOPS, VALVES,

FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESCUTCHEONS, ETC.

2. PLUMBING FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S

RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.

3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SUBSTITUTIONS TO

SPECIFIED PLUMBING FIXTURES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO; PROVIDING

MAINTENANCE ACCESS CLEARANCE, PIPING, ELECTRICAL, REPLACEMENT OF OTHER SYSTEM

COMPONENTS, BUILDING ALTERATIONS, ETC. AND ANY MODIFICATIONS TO ASSOCIATED MECHANICAL,

ELECTRICAL OR PLUMBING SYSTEMS REQUIRED BY THE EQUIPMENTS INSTALLATION INSTRUCTIONS. ALL

COSTS ASSOCIATED WITH SUBSTITUTIONS SHALL BE INCLUDED IN THE ORIGINAL BASE BID.

FIRE STOPPING:

1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED WALLS, FLOORS AND

PARTITIONS. PROVIDE A DEVICE(S) OR SYSTEM(S) WHICH HAS BEEN TESTED AND LISTED AS COMPLYING

WITH ASTM E-814 AND INSTALL IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING PROVIDE A

DEVICE(S) OR SYSTEM(S) WITH AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING

PENETRATED. REFER TO ARCHITECTURAL PLANS FOR WALL AND FLOOR TYPES.

PIPE IDENTIFICATION:

1. PIPE IDENTIFICATION SHALL MATCH THE FACILITY'S EXISTING STANDARD. IF NO STANDARD EXISTS, THEN

THE PIPE IDENTIFICATION SHALL BE IN ACCORDANCE WITH ANSI A13.1.

2. PROVIDE PIPING LABELS FOR ALL PLUMBING PIPING. PIPING LABELS SHALL BE ACRYLIC FACED,

WRAP-AROUND TYPE. EACH LABEL SHALL INDICATE THE PIPING CONTENTS, DIRECTION OF FLOW AND

SHALL BEAR THE MANUFACTURER'S STANDARD COLOR FOR THE SERVICE INDICATED.

33-60 1"

155-330

114-154

61-113

1"

1"

1"

12-32

1-11A 1/2"

3/4

1-3/8"

B

C

E

D

F

1-3/8"

1-3/8"

2-1/8"

2-1/8"

2-1/8"

EMERGENCY SHUTOFF SWITCH

WATER HAMMER ARRESTORA(LETTER DESIGNATES SIZE. SEE SCHEDULE)

BALANCING VALVE/CIRCUIT SETTER

FLOOR SINK

FIXTURE BACKFLOW PREVENTER DEVICE

NOTES:FIXTURE DEMAND UNITS BASED ON NORTH CAROLINA PLUMBING CODE.

DOMESTIC WATER PIPING

1. DOMESTIC WATER PIPING AND JOINTS BELOW GRADE: PROVIDE TYPE 'K' SOFT ANNEALED SEAMLESS

COPPER TUBING (ASTM B 88) WITH NO JOINTS FOR PIPING 2½" AND SMALLER. PROVIDE DUCTILE IRON PIPE

AND FITTINGS (AWWA C151, AWWA C110) WITH RUBBER GASKET JOINTS AND RODS (AWWA C111) PIPING 3"

AND LARGER.

2. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADE: PROVIDE TYPE 'L' HARD DRAWN SEAMLESS

COPPER TUBING (ASTM B 88) AND CAST COPPER ALLOY FITTINGS (ASME B16.18). JOINTS 1" AND SMALLER

SHALL BE LEAD FREE 95-5 TN/SILVER SOLDER JOINTS (ASTM B 32), JOINTS 1¼" AND LARGER SHALL BE

BCUP SILVER/PHOSPHORUS/COPPER BRAZED JOINTS (AWS A5.8) OR PROVIDE COPPER PIPE AND FITTINGS

AS SPECIFIED ABOVE EXCEPT WITH GROOVED ENDS (ASTM B 88, ASME B16.18) AND JOINTS UTILIZING

GROOVED MECHANICAL COUPLINGS MEETING (ASTM F1476).

PEX PIPE ABOVEGROUND:

COLD WATER: AQUA-PEX BLUE WITH PROPEX LEAD FREE FITTINGS, EQUAL TO UPONOR

HOT WATER: AQUA-PEX RED WITH PROPEX LEAD FREE FITTINGS, EQUAL TO UPONOR

ALL ABOVEGROUND PEX PIPE SHALL BE SUPPORTED WITH PEX-A PIPE SUPPORT SYSTEM

CPVC PIPE ABOVEGROUND:

PIPE AND FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID CPVC (CHLORINATED POLYVINYL

CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 24448 AS IDENTIFIED IN ASTM D 1784.

CPVC PIPE AND FITTINGS SHALL CONFORM TO ASTM D 2846. PIPE AND FITTINGS SHALL BE

MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURER. ALL PIPE AND FITTINGS

SHALL BE MANUFACTURED IN THE UNITED STATES. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL

SANITATION FOUNDATION (NSF) STANDARDS 14 AND 61. JOINTS: SOLVENT CEMENT JOINTS SHALL BE

MADE USING CPVC CEMENT CONFORMING TO ASTM F 493. IF A PRIMER IS REQUIRED BY LOCAL PLUMBING

OR BUILDING CODES, THEN A PRIMER CONFORMING TO ASTM F 656 SHOULD BE USED. THE SYSTEM SHALL

BE PROTECTED FROM CHEMICAL AGENTS, FIRE-STOPPING MATERIALS, THREAD SEALANT,

PLASTICIZED-VINYL PRODUCTS OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH CPVC

COMPOUNDS. EQUAL TO CHARLOTTE PIPE AND FOUNDRY FLOWGUARD GOLD CTS.

3. STERILIZE. THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH THE AMERICAN WATER WORKS

ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS.

4. INSULATE DOMESTIC WATER PIPING ABOVE GRADE (EXCEPT EXPOSED CONNECTIONS TO PLUMBING

FIXTURES) WITH GLASS FIBER INSULATION HAVING A VAPOR BARRIER AND JACKET. PIPE INSULATION

SHALL HAVE A CONDUCTIVITY NOT EXCEEDING 0.27 BTUH x SQ. FT.

A.) 1/2"-11/4" DOMESTIC HOT WATER & CIRCULATION PIPES SHALL HAVE INSULATION THICKNESS OF 1".

B.) 11/2"-4" DOMESTIC HOT WATER & CIRCULATION PIPES SHALL HAVE INSULATION THICKNESS

OF 11/2".

C.)1/2"-11/4" DOMESTIC COLD WATER PIPES SHALL HAVE INSULATION THICKNESS OF 1/2". D.) 11/2"-4"

DOMESTIC COLD WATER PIPES SHALL HAVE INSULATION THICKNESS OF 1".

5. DOMESTIC WATER PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICSAND ADHESIVES ARE

REQUIRED TO MEET A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR

LESS, AS TESTED BY ASTM E84 (NFPA 255) METHOD AND SHALL BE PLENUM RATED.

6. PROVIDE FULL PORT, BALL TYPE SHUT-OFF VALVES AND INSTALL IN A LOCATION THAT PERMITS ACCESS

FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.

7. PROTECT COPPER PIPING AGAINST CONTACT WITH DISSIMILAR METALS. ALL HANGERS, SUPPORTS,

ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON

TRAPEZE HANGERS WITH OTHER PIPING, PROVIDE A PERMANENT ELECTROLYTIC ISOLATION MATERIAL TO

PREVENT CONTACT WITH DISSIMILAR OTHER METALS.

8. PROTECT COPPER PIPING AGAINST CONTACT WITH ALL MASONRY. WHERE COPPER IS SLEEVED THROUGH

MASONRY, PROVIDE COPPER OR RED BRASS SLEEVES. WHERE COPPER MUST BE CONQEALED IN OR

AGAINST MASONRY PARTITIONS, PROVIDE A HEAVY COATING OF ASPHALTIC ENAMEL ON THE COPPER

PIPING AND 15# ASPHALT SATURATED FELT BETWEEN THE PIPING AND THE MASONRY PARTITION.

9. DOMESTIC WATER PIPING SHALL BE SLOPED FOR DRAINAGE WITH DRAIN VALVES INSTALLED AT LOW

POINTS.

10. BALANCE THE DOMESTIC HOT WATER CIRCULATION SYSTEM TO THE PERFORMANCE SPECIFICATIONS

INDICATED ON THE PLANS AND PROVIDE THE ENGINEER WITH THREE COPIES OF A COMPLETE TEST AND

BALANCE REPORT. THE REPORT IS TO BE ISSUED A MINIMUM OF TWO WEEKS PRIOR TO PROJECT

COMPLETION. THE TEST AND BALANCE REPORT WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE

ENGINEER. ANY ADDITIONAL TESTING, ADJUSTING AND BALANCING REQUIRED (AT ENGINEER'S REQUEST)

AFTER REVIEW OF THE INITIAL REPORT SHALL BE PROVIDED AT NO ADDITIONAL COST. TEST AND BALANCE

REPORT TO BE COMPLETED BY AN INDEPENDENT, CERTIFIED TEST AND BALANCE CONTRACTOR.

SANITARY WASTE / VENT AND STORM PIPING:

1. SANITARY WASTE/VENT AND STORM DRAIN PIPING BELOW GRADE: PROVIDE RIGID SCH-40 PVC

CONFORMING TO ASTM D1785 AND ASTM D2665. FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM

D2665.

2. SANITARY WASTE/VENT AND STORM DRAIN PIPING ABOVE GRADE: PROVIDE SERVICE WEIGHT CAST IRON

NO-HUB PIPE AND FITTINGS (CISPI 301) WITH NEOPRENE, GASKET AND STAINLESS STEEL CLAMP JOINTS

(CISPI 310).

3. SLOPE SANITARY WASTE AND STORM DRAIN PIPING AT ¼ ” PER FOOT MINIMUM FOR PIPING 2½" AND

SMALLER AND ¼" PER FOOT MINIMUM FOR PIPING 3" AND LARGER UNLESS NOTED OTHERWISE. SLOPE ALL

KITCHEN WASTE PIPING AT ¼” PER FOOT MINIMUM.

4. PROVIDE CLEAN-OUTS AT THE BASE OF SANITARY WASTE STACKS AND STORM DRAIN RISERS AND AT

EVERY TURN IN PIPING IN EXCESS OF 45° AND NO FURTHER THAN 100'-0" APART IN A LOCATION THAT

PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.

5. PROVIDE FLOOR CLEANOUTS WITH TOPS DESIGNED TO MATCH SPECIFIC FLOOR FINISHES SUCH AS

CARPET, TILE, ETC. YARD CLEANOUTS SHALL BE PROVIDED IN AN 18"x18"x6" CONCRETE PAD.

6. WHERE WASTE PIPING IS EXPOSED IN REST ROOM AREAS, PROVIDE CHROME PLATED BRASS PIPING,

REMOVABLE P-TRAPS, MATCHING STOPS AND ESCUTCHEONS FOR ALL LAVATORIES.

7. INSULATE MECHANICAL ROOM FLOOR DRAIN BODIES, P-TRAP AND HORIZONTAL DRAIN PIPING ABOVE

GRADE WITH 1” THICK GLASS FIBER INSULATION WITH VAPOR BARRIER AND JACKET.

8. INSULATE ROOF DRAIN BODIES AND HORIZONTAL PRIMARY AND SECONDARY STORM DRAIN PIPING ABOVE

GRADE WITH 1" THICK GLASS FIBER INSULATION WITH VAPOR BARRIER AND JACKET.

9. PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET

A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED

BY ASTM E84 (NFPA 255) METHOD.

10. SUMP PUMP DISCHARGE PIPING: PROVIDE SCHEDULE 40 GALVANIZED STEEL PIPE (ASTM A53) AND

GALVANIZED 150 POUND MALLEABLE IRON FITTINGS (ASME B16.3) WITH THREADED JOINTS. SLOPE SUMP

DISCHARGE LINE AT 1% SLOPE TOWARDS SUMP PUMP.

NATURAL GAS PIPING:

1. NATURAL GAS PIPING AND FITTINGS ABOVE GRADE: SCHEDULE 40 BLACK STEEL PIPING, TYPE S,

SEAMLESS, GRADE B (ASTM A 53) AND 150 PSI MALLEABLE BLACK IRON FITIINGS, GRADE 32510, (ASTM B

16.3) OR FORGED STEEL WELDING TYPE FITTINGS (ASTM A234). PROVIDE THREADED JOINTS FOR PIPE 2"

AND SMALLER. PROVIDE WELDED JOINTS (ASME B31.9) FOR PIPE 2½" AND LARGER.

2. NATURAL GAS PIPING AND FITTINGS OUTSIDE BELOW GRADE: SCHEDULE 40 BLACK STEEL TYPE S,

SEAMLESS, GRADE B (ASTM A 53) AND FORGED STEEL WELDING TYPE FITTINGS (ASTM A234) WITH (AWWA

C105) POLYETHYLENE JACKET OR DOUBLE LAYER, HALF LAPPED 10 MIL POLYETHYLENE TAPE. PROVIDE

WELDED JOINTS (ASME B31.9) FOR ALL UNDERGROUND PIPE.

3. SPACE GAS PIPING HANGER RODS 7 FEET ON CENTER MAXIMUM AND SPACE TRANSVERSE BRACING 20

FEET ON CENTER MAXIMUM. TRANSVERSE BRACING FOR ONE SECTION MAY ACT AS LONGITUDINAL

BRACING FOR THE PIPE SECTION CONNECTED TO IT IF THE BRACING IS INSTALLED WITHIN 24" OF THE

ELBOW OR TEE. COORDINATE HANGER LOCATIONS WITH STRUCTURAL DRAWING DETAILS.

4. PROVIDE A.G.A. CERTIFIED SHUT-OFF VALVES MINIMUM, 125 PSI RATED, NON-LUBRICATED PLUG TYPE

WITH BRONZE BODY AND BRONZE PLUG, STRAINERS AND REGULATORS (AS RECOMMENDED BY THE

EQUIPMENT MANUFACTURER) FOR ALL EQUIPMENT CONNECTED TO THE NATURAL GAS SYSTEM.

5. GAS PRESSURE REGULATORS SHALL COMPLY WITH ANSI Z21.80. REGULATORS SHALL BE CAST IRON OR

DIE-CAST ALUMINUM CONSTRUCTION WITH INTERCHANGEABLE ZINC-PLATED STEEL SPRINGS,

ZINC-PLATED STEEL DIAPHRAGM PLATE, NITRILE RUBBER SEAT DISC, INTERCHANGEABLE ALUMINUM

ORIFICE, AND ULTRAVIOLET-STABILIZED MINERAL FILLED NYLON SEAL PLUG. REGULATOR SHALL BE

SINGLE-PORT SELF-CONTAINED WITH ORIFICE NO LARGER THAN REQUIRED AT MAXIMUM PRESSURE INLET

AND NO PRESSURE SENSING PIPING EXTERNAL TO THE REGULATOR. PRESSURE REGULATOR SHALL

MAINTAIN DISCHARGE PRESSURE SETTING DOWNSTREAM AND NOT EXCEED 150 PERCENT OF DESIGN

DISCHARGE PRESSURE AT SHUTOFF. OVERPRESSURE PROTECTION DEVICE SHALL BE FACTORY

MOUNTED ON REGULATOR. WHEN USING VENTLESS REGULATORS, MOUNT REGULATOR IN A HORIZONTAL

UPRIGHT POSITION. IF VENTED TYPE REGULATORS ARE USED, INSTALL VENT PIPING (FULL SIZE OPENING)

FROM GAS PRESSURE REGULATORS TO OUTDOORS AND TERMINATE IN WEATHERPROOF HOOD.

6. PAINT ALL GAS PIPING WITH 2 COATS OF YELLOW ENAMEL PAINT APPLIED WITH A BRUSH (2 MIL

THICKNESS MINIMUM). STENCIL "GAS" ON PIPE AT 12'-0" CENTERS FOR ALL LOW PRESSURE PIPING (0.5

PSI). STENCIL "5-PSI GAS" ON PIPE AT 6'-0" CENTERS FOR 5 PSI GAS PIPING.

ABOVEGROUND: TYPE L HARD COPPER

ALL CONDENSATE PIPE SHALL BE INSULATED.

UNDERGROUND:

PIPE: RIGID SCH-40 PVC CONFORMING TO ASTM D1785 AND

ASTM D2665.

FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM D2665.

* UNDERGROUND PIPE SHALL BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS.

ABOVEGROUND: SERVICE CLASS HUBLESS CAST IRON PIPE AND

FITTINGS CONFORMING TO CISPI 301 W/ HEAVY DUTY S.S.

COUPLINGS CONFORMING TO ASTM C1540

ALL ROOF DRAIN BODIES AND HORIZONTAL RAINWATER PIPE

SHALL BE INSULATED.

ABOVEGROUND:

PIPE: TYPE L HARD DRAWN TEMPER, CONFORMING TO ASTM B88

FITTINGS: WROUGHT COPPER SOLDER JOINT SEAMLESS,

CONFORMING TO ASTM B75 AND ASME B16.22

SOLDER: 95-5 (95% TIN AND 5% ANTIMONY) CONFORMING TO ASTM B

32, ALLOY GRADE SB5 OR SILVER SOLDER CONFORMING TO AMS

4773C. NO LEAD OR CORED SOLDER.

UNDERGROUND:

PIPE: RIGID SCH-40 PVC CONFORMING TO ASTM D1785 AND

ASTM D2665.

FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM D2665.

* UNDERGROUND PIPE SHALL BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS.

ABOVEGROUND: SERVICE CLASS HUBLESS CAST IRON PIPE AND

FITTINGS CONFORMING TO CISPI 301 W/ HEAVY DUTY S.S.

COUPLINGS CONFORMING TO ASTM C1540

ABOVEGROUND: SCH-40 BLACK STEEL PIPE WITH

BLACK MALLEABLE IRON THREADED FITTINGS.

PLUMBING LEGEND SLOPE OF HORIZONTAL DRAINAGE PIPE GENERAL NOTES

SHOCK ARRESTOR SCHEDULE

PLUMBING LOAD SUMMARYWASTE CONNECTED

LOADQTY DFU TOTAL

DISHWASHINGMACHINE

1 2 2

CLOTHES WASHER 7 2 14

DRINKING FOUNTAIN 2 0.5 1

FLOOR DRAINS 0 2 0

SINKS 185 2 370

LAVATORY PUBLIC 14 1 14

PRIVATE 0 1 0

MOP BASINS 1 2 2

BATHROOM GROUP PRIVATE 176 5 880

BATHTUB PRIVATE 0 2 0

SHOWER PUBLIC 0 2 0

PRIVATE 0 2 0

KITCHEN SINK W/ DW 0 2 0

URINALS (1.0 GPF) 2 2 4

WATER CLOSET TANK 0 4 0

WATER CLOSETS PUBLIC 15 4 60

PRIVATE 0 3 0

TOTAL DRAINAGE

FIXTURE UNITS

CONNECTED

1347

SUPPLY CONNECTED

LOADQTY COLD HOT COMB TOTAL

DISHWASHINGMACHINE

1 0 10 10 10

CLOTHES WASHER 7 3 3 4 28

DRINKING FOUNTAIN 2 0.25 0 0.25 0.5

SINKS 185 1 1 1.4 259

LAVATORY PUBLIC 14 1.5 1.5 2 28

PRIVATE 0 0.5 0.5 0.7 0

MOP BASINS 1 2.25 2.25 3 3

BATHROOM GROUP PRIVATE 176 2.7 1.5 3.6 633.6

BATHTUB PRIVATE 0 1 1 1.4 0

SHOWER PUBLIC 0 3 3 4 0

PRIVATE 0 1 1 1.4 0

KITCHEN SINK 0 1 1 1.4 0

URINALS (1.0 GPF) 3/4" FV 2 5 0 5 10

WATER CLOSET TANK 0 5 0 5 0

WATER CLOSETS PUBLIC 15 10 0 10 150

PRIVATE 0 6 0 6 0

TOTAL SUPPLY

FIXTURE UNITS

CONNECTED

1122.1

TOTAL PEAK

DEMAND IN GPM223.14

MATERIALS AND NOTES

MATERIAL SCHEDULE

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overcash demmitt

2010 south tryon st. suite 1acharlotte north carolina 28203

office.704.332.1615web. www.oda.us.com

09/14/15

Copyright 2015ODA No. CADD File:

Overcash Demitt Architects

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616 SouthSalisbury Street

Raleigh, NC

GENERAL NOTES- PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.001122560

No. Description Date

PERMIT SUBMITTAL 9/14/15

NOTES:

1. P.C. TO PROVIDE AND INSTALL TRUBRO "LAV-GUARD" ON ALL EXPOSED COLD AND HOT WATER PIPES, STOPS, WASTE PIPE AND P-TRAP. COORDINATE COLOR WITH ARCHITECT.

2. P.C. TO PROVIDE 3-WAY STOP ON COLD WATER SIDE OF SINK AND CONNECT COUNTER TOP COFFEE MACHINE. PROVIDE IN-LINE WATER FILTER.

3. FURNISHED AND INSTALLED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL SERVICE ROUGHI-INS AND MAKE FINAL CONNECTIONS.

4. P.C. TO PROVIDE HEAVY DUTY STOPS AND HEAVY DUTY BRASS TRAPS W/ DRAIN PLUGS.

5. COORDINATE ELECTRICAL REQUIREMENTS WITH GENERAL AND ELECTRICAL CONTRACTORS.

6. COORDINATE LOCATION OF OUTLET/JUNCTION BOX WITH GENERAL AND ELECTRICAL CONTRACTORS.

7. P.C. SHALL PROVIDE OFFSET LAVATORY OR SINK TAIL-PIECE AS NEEDED TO ACHIEVE A.D.A. CLEARANCE REQUIREMENTS.

DESCRIPTIONSYMBOL

TOILETHET (HIGH EFFICIENCY TOILET)TANK TYPE, 2-PIECE, 1.28 GPFFLOOR MOUNTEDGRAVITY FLUSH (CLASS SIX)

P1G

COLDWATER

HOTWATER

WASTE

RISE / GPMTANK CAPACITY

(GALLONS)GAS INPUT

(BTU/H)ELECKW

120V/60HZ/1PH4 AMPS

NC380-SV-ASME

P2G

P3G

P5G

BATHTUB, GUEST ROOM

PRESSURE BLANCED SHOWER

VALVE. WALL SHOWERHEAD

P1GH

SHOWER, GUEST ROOM

PRESSURE BALANCED SHOWER


FIXTURE: MINCEY MARBLE MODEL TD-3472-OS/IF WITH BRUSH NICKEL TRENCH DRAIN COVER.SHOWER VALVE: DELTA COMPEL MODEL T1426-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADSHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.GRID DRAIN: KOHLER MODEL K-9132 POLISHED CHROME CAULKING CONNECTION DRAINP-TRAP: 2" DEEP SEAL TRAP

P4G

STAINLESS STEEL SINKGUESTROOM KITCHEN SINKUNDERMOUNT

ACCEPTANCE FACTORTOTAL VOLUME

(GALLONS)

SHOWER, GUEST ROOM

ADA COMPLIANT

PRESSURE BALANCED SHOWER

VAVLE. WALL SHOWERHEAD AND

HAND HELD SHOWER WITH HOSE

AND SLIDE BAR.

P4GH

TOILET, ADA COMPLIANTHET (HIGH EFFICIENCY TOILET)TANK TYPE, 2-PIECE, 1.28 GPFFLOOR MOUNTEDGRAVITY FLUSH (CLASS SIX)

380,000

NORITZ120V/60HZ/1PH

4 AMPS

P2GH

LAVATORY, ADA COMPLIANTUNDERMOUNT

GPM EACH UNIT TOTAL FLOW# UNITSELECKW

N/ACH2F-50 2

CH2F-20NORITZ 2N/A

ACCEPTANCE FACTORTOTAL VOLUME

(GALLONS)

NORITZ120V/60HZ/1PH

4 AMPSNC380-SV-ASME 380,000

FIXTURE: AMERICAN STANDARD CHAMPION PRO MODEL 211AA.104 RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF,1000G MAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5324.019.020 RISE AND SHINE CLOSED FRONT

VENT

FIXTURE: AMERICAN STANDARD CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28GPF, 1000G MAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5324.019.020 RISE AND SHINE CLOSED FRONT

FIXTURE: KOHLER MODEL K-3335 UNDERTONE STAINLESS STEELDRAIN: KOHLER K-8801-CP DUOSTRAINERFAUCET: SYMMONS MODEL SPB-3510-1.5 DIA SINGLE HANDLE, 11" SPOUT, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175

FIXTURE: AMERICAN STANDARD MODEL 2391.202.020(R) OR 2390.202.020(L) AS REQUIRED, 60"x30" x14" PRINCETONSHOWER VALVE: DELTA COMPEL MODEL T14661-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADSHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.GRID DRAIN: MCGUIRE 1221LAT LIFT AND TURN BATH WASTE W/ OVERFLOW, CHROME PLATED NO-CAULK DRAINP-TRAP: 2" DEEP SEAL TRAP

FIXTURE: AMERICAN STANDARD MODEL 0614.000.020 WHITE STUDIO 18.25"x12.125"x6"DRAIN: MCGUIRE 155A GRID STAINERFAUCET: DELTA COMPEL MODEL 561LF-MPU POLISHED CHROME, SINGLE HANDLE, DECK MOUNT, 7.5" HIGH, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175-LK

PROVIDE INSULATION KIT FOR EXPOSEDTRIM: TRUEBRO "LAV-GUARD" ORAPPROVED EQUAL.

COORDINATE RIGHT OR LEFT HANDCONTROLS WITH ARCHITECTURALINTERIOR ELEVATIONS

RIM HEIGHT 16 1/2"

PROVIDE LEVER ON WIDE SIDE OF STALLSEAT HEIGHT 17"-19" AFF




GUEST ROOMS

PUBLIC RESTROOMS

TOILETFLOOR MOUNTEDFLUSH TANK 1.28 GPF

P1

TOILET, ADA COMPLIANTFLOOR MOUNTEDFLUSH TANK 1.28 GPF

P1H

P3LAVATORY, ADA COMPLIANTUNDERMOUNTEDSENSOR OPERATED FAUCET

URINAL, ADA COMPLIANTWALL LHUNGFLUSH VALVE 1.0 GPF

FIXTURE: AMERICAN STANDARD MODEL 6590.001.020, WASHBROOK, WHITEFLUSH VALVE: AMERICAN STANDARD MODEL 6045.101.002, EXPOSED FLUSH VALVE, POLISHED CHROMECOLOR: WHITECARRIER: SMITH 0644, 0624

P2H

STAINLESS STEEL SINK, A.D.A.BREAK ROOM SINK

P5

P4 ELECTRIC WATER COOLED, ADAWALL MOUNTED, SPLIT LEVEL

FIXTURE: AMERICAN STANDARD MODEL 0355.012.020 WHITE OVALYN 17"x14"x5.5" GRANITEDRAIN: MCGUIRE 155A GRID STRAINERFAUCET: SLOAN MODEL EBF-650-BDT BATTERY POWERED HAND WASH FAUCET, A.D.A., HEAVY DUTY CAST BRASS, 0.5 GPM VANDALPROOF FLOW RESTRICTOR, WITH BELOW DECK THERMOSTATIC MIXING VALVEP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175-K

FIXTURE: ELKAY MODEL EDFPBM117C BARRIER FREE DUAL BIRD BATH STYLE WALL MOUNT DRINKING FOUNTAIN WITH ELKAY MODELECH8 REMOTE MOUNT CHILLER. MOUNT CHILLER ABOVE CEILING WITHIN 15 FEET OF DRINKING FOUNTAIN.P-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOP: MCGUIRE 175

FIXTURE: ELKAY LRAD2521 LUSTERTONE STAINLESS STEEL 21"x15.75"x5.5" DEEP, TOP MOUNTDRAIN: ELKAY LK-34FAUCET: DELTA B4410LF FOUNDATION SERIES DECK MOUNT, SIDE SPRAY, 8-3/8" SWING SPOUT, 4" CENTERS, 2.20 GPMP-TRAP: MCGUIRE 8912 1 1/2" x 11/2"

STOPS: MCGUIRE 175

RIM HEIGHT 16 1/2"

PROVIDE LEVER ON WIDE SIDE OF STALLSEAT HEIGHT 17"-19" AFF


P7

EMERGENCY EYE WASHWALL MOUNTED

P9

MOP SINKMOLDED STONE24" x 24' x 10"BUMPER GUARDS

P8LAUNDRY ROOM SINKDOUBLE COMPARTMENT40" x 24"2 HOLE DRILLING

BASIN: FIAT MODEL MSBID2424-100DRAIN: FIAT MODEL QIC3SNFAUCET: FIAT MODEL 830AA, POLISHED CHROMEACCESSORIES: FIAT MODEL 832AA STAINLESS STEEL HOSE & HOSE BRACKETACCESSORIES: FIAT MODEL 889CC STAINLESS STEEL MOP HANGERACCESSORIES: FIAT MODEL E77AA24 VINYL BUMPERGUARDSACCESSORIES: FIAT MODEL MSG2424 #304 STAINLESS STEEL, 20GA WALL GUARDS, CORNER BRACKET, TWO WALLS

FIXTURE: FIAT FLTD II ONE-PIECE MOLDED STONE, TWIN COMPARTMENT, WHITE, 4 LEGSDRAIN: MCGUIRE 155FAUCET: FIAT A1, 6.25" SWING SPOUT, 4" CENTERS, POLISHED CHROMEP-TRAP: MCGUIRE 8912 1 1/2" x 11/2"

STOPS: MCGUIRE 175

FIXTURE: SPEAKMAN MODEL SE-580-PT WALL MOUNTED YELLOW ABS EYEWASH BOWL, STAINLESS STEEL HAND OPERATED CONTROLS.

APPROVED MANUFACTURERS: SPECIFIED MANUFACTURER/PRODUCT: ACCEPTED SUBSTITUTION:

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHESTHE SPECIFIED PRODUCT. PROVIDE ONLY PRODUCTS MADE BY THE MANUFACTURERS LISTED.

KOHLER (CHINA)CHURCH (TOILET SEATS)MOEN COMMERCIAL (FAUCETS)ELKAY (S.S. SINKS)MCGUIRE (SUPPLY STOPS)ELKAY (WATER COOLERS)FIAT( UTILITY SINKS)GUARDIAN (SAFETY FIXTURES)

AMERICAN STANDARDCENTOCO, BENEKE, BEMISAMERICAN STANDARD, KOHLERJUSTBRASSCRAFT, E.B.C.HAWS, OASISFLORESTONE, ZURN, STERN WILLIAMSHAWS, BRADLEY

FOOD WASTE DISPOSER

FIXTURE: EQUAL TO INSINKERATOR BADGER 5XP FOOD WASTE DISPOSER, DISHWASHER CONNECTION, COMPACT, 3/4HP QUIET

DURA-DRIVE INDUCTION HEAVY DUTY MOTOR, CONTINUOUS FEED, GALVANIZED STEEL CONSTRUCTION AND GRINDING ELEMENTS

WITH TWO S.S. 360° SWIVEL LUGS, 120V/1PH/60HZ, 9.5AMP, 1725RPM, ON/OFF WALL SWITCH CONTROL. CONNECT DISHWASHER TO

DISPOSER AS REQUIRED BY STATE AND LOCAL CODES.

FWD1

P3GH STAINLESS STEEL SINK, ADAGUESTROOM KITCHEN SINKUNDERMOUNT

FIXTURE: EQUAL TO CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF, 1000GMAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5901.110SS.020 STAINLESS STEEL CHECK HINGE, EVERCLEAN, OPEN FRONT

P5GH

BATHTUB, GUEST ROOM

ADA COMPLIANT

PRESSURE BLANCED SHOWER



P6LAVATORY, A.D.A.WALL HUNGGRID DRAIN

FIXTURE: AMERICAN STANDARD MODEL 0355.012.020 WHITE LUCERNE 20.5"x18.25"x6.5"DRAIN: MCGUIRE 155A GRID STRAINERFAUCET: DELTA MODEL 523LF-HDF SINGLE HANDLE 1.5 GPM, 5" SPOUT, 4" CENTERS, POLISHED CHROMEP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175-K


FIXTURE: AMERICAN STANDARD MODEL 2391.202.020(R) OR 2390.202.020(L) AS REQUIRED, 60"x30" x14" PRINCETONSHOWER VALVE: DELTA COMPEL MODEL T14661-LHD & R10000-UNWS & 50560 POLISHED CHROME, LESS SHOWER HEADDIVERTER: DELTA COMPEL MODEL T11861 & R11000 3-FUNCTION, POLISHED CHROMESHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.SHOWER HEAD HAND HELD: SPEAKMAN MODEL VS-2950 WITH SLIDE BAR AND VACUUM BREAKER, POLISHED CHROME, 2.5 GPMGRID DRAIN: MCGUIRE 1221PU POP-UP BATH WASTE W/ OVERFLOW, CHROME PLATED NO-CAULK DRAINP-TRAP: 2" DEEP SEAL TRAP

FIXTURE: MINCEY MARBLE MODEL SP-3162-C/SF ROLL-IN WITH BRUSH NICKEL TRENCH DRAIN COVER, CREAM-MATTE.SHOWER VALVE: DELTA COMPEL MODEL T14261-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADDIVERTER: DELTA COMPEL MODEL T11861 & R11000 3-FUNCTION, POLISHED CHROMESHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.SHOWER HEAD HAND HELD: SPEAKMAN MODEL VS-2951 WITH SLIDE BAR AND VACUUM BREAKER, POLISHED CHROME, 2.5 GPMGRID DRAIN: KOHLER MODEL K-9132 POLISHED CHROME CAULKING CONNECTION DRAINP-TRAP: 2" DEEP SEAL TRAP

FIXTURE: KOHLER MODEL K-3335 UNDERTONE STAINLESS STEELDRAIN: KOHLER K-8801-CP DUOSTRAINERFAUCET: SYMMONS MODEL SPB-3510-1.5 DIA SINGLE HANDLE, 11" SPOUT, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175

FIXTURE: EQUAL TO CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF, 1000GMAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5901.110SS.020 STAINLESS STEEL CHECK HINGE, EVERCLEAN, OPEN FRONT

NC380-SV-ASME 380,000

FIXTURE: AMERICAN STANDARD MODEL 0614.000.020 WHITE STUDIO 18.25"x12.125"x6"DRAIN: MCGUIRE 155A GRID STAINERFAUCET: DELTA COMPEL MODEL 561LF-MPU POLISHED CHROME, SINGLE HANDLE, DECK MOUNT, 7.5" HIGH, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"

STOPS: MCGUIRE 175-LK

LAVATORY,UNDERMOUNT

SEE NOTE 7

SEE NOTE 7

SEE NOTE 7

SEE NOTE 7

SEE NOTE 7

NOTE: ALL SUBMITTED FIXTURES MUST BE APPROVED BY MARRIOTT.

COORDINATE ABOVE CEILINGINSTALLATION WITH ALL TRADES.PROVIDE ACCESS PANELS TO P-TRAPS ONBATHROOM SIDE OFF WALL.

BASIS OF DESIGN

MODELMANUFACTURERMARK

TH1

DESCRIPTION

10 UNITS LOCATED IN PENTHOUSE MECH. RM. ACCESSORIES; SYSTEM CONTROLLER SC-201-12M(1)REQ., ISOLATION VALVE IK-WV-300-TH-LF (10)REQ. (SEE NOTES 1-3)

DIMENSIONS

80°F @ 7.6 29.7"Hx19.1"Wx11.8"DNORTIZ

TH2

BASIS OF DESIGN

MODEL

AMTROL

MANUFACTURERMARK

HAT1

DESCRIPTION

WX-457C

DIAMETER HEIGHT

1.0 48" 97"DESIGN GALLONS = 1000, BASED ON 250 GPM FLOW RATE, 1 MINUTE RUNTIME, 105 PSI CUT-IN AND 145PSI CUT-OUT PRESSURES.

528

NOTE:

1. ALL WATER HEATERS SHALL MEETS THE FEDERAL ENERGY EFFICIENCY STANDARDS EFFECTIVE JANUARY 20, 2004, ACCORDING TO THE NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) OF 1992 AND MEETS THE STANDBY LOSS

REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND CURRENT EDITION OF ASHRAE/IESNA 90.1, ICC AND HUD STANDARDS.

2. PROVIDE AND INSTALL "WARNING LIGHT" (FLUSH MOUNTED RED LED) FOR ABNORMAL OPERATION ALERT. LOCATE ONE LIGHT INSIDE MECHANICAL ROOM AND ANOTHER OUTSIDE MECHANICAL ROOM IN CONSPICUOUS LOCATION.

3. PROVIDE AND INSTALL "OPERATION LIGHT" (FLUSH MOUNTED GREEN LED) FOR POWER TO UNITS IS ENERGIZED. LOCATE ONE LIGHT INSIDE MECHANICAL ROOM AND ANOTHER OUTSIDE MECHANICAL ROOM IN CONSPICUOUS LOCATION.

4. WATER HEATERS SHALL HAVE CONTACTS TO CONTROL OPERATION OF MOTOR OPERATED LOUVERS. COORDINATE WITH M.C.

TANKLESS

TANKLESS

BASIS OF DESIGN

MODELMANUFACTURERMARK

HWT1

DESCRIPTION

2 UNITS PIPED IN PARALLEL, INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.CONNECT TO COLD WATER UPSTREAM OF HEATER SUPPLY CHECK VALVE.

DIMENSIONS

50 17"DIA x 79"TALLNORTIZ

HWT2

NOTE: PROVIDE MODEL H2F-V3006 2-WAY BYPASS VALVES WITH MODEL CH2F-20 UNITS (2 REQ.)

20

100 GPM

40 GPM 10"DIA x 59.5"TALL2 UNITS PIPED IN PARALLEL, INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.CONNECT TO COLD WATER UPSTREAM OF HEATER SUPPLY CHECK VALVE.

BASIS OF DESIGN

MODEL

AMTROL

MANUFACTURERMARK

EX1

DESCRIPTION

ST-30V-C

DIAMETER HEIGHT

.64 16" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE GUEST ROOMS

14.0

# UNITS

2

NOTE: ASME APPROVED, 150 PSIG WORKING PRESSURE, FULL ACCEPTANCE BLADDER WELL TANK.

AMTROLEX2 ST-20-C .40 12" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE CENTRAL LAUNDRY

8.0

NOTE: ASME APPROVED, 150 PSIG WORKING PRESSURE, THERMAL EXPANSION TANK.

AMTROLEX3 ST-20-C .40 12" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE KITCHEN

8.0

TH3 TANKLESS80°F @ 7.6 29.7"Hx19.1"Wx11.8"D5 UNITS LOCATED IN PUMP ROOM ACCESSORIES; SYSTEM CONTROLLER SC-201-6M (1)REQ., ISOLATIONVALVE IK-WV-300-TH-LF (5)REQ. (SEE NOTES 1-3)

80°F @ 7.6 29.7"Hx19.1"Wx11.8"D5 UNITS LOCATED IN PUMP ROOM ACCESSORIES; SYSTEM CONTROLLER SC-201-6M (1)REQ., ISOLATIONVALVE IK-WV-300-TH-LF (5)REQ. (SEE NOTES 1-3)

SPECIFICATION

PLUMBING FIXTURE SCHEDULE

REMARKS

WATER HEATER SCHEDULE

4"

11/2"

2"

4"

2"

HYDRO-ACCUMMULATOR TANK SCHEDULE

2"

WATER TREATMENT @ HEATERS SCHEDULE

EXPANSION TANK SCHEDULE

2"

11/2"

11/2"

2"

11/2"

11/2"

1/2"

1/2"

1/2"

1/2"

1/2"

-

1/2"

1/2"

-

1/2"

1/2"

1/2"

4"

4"

11/2"

2"

11/2"

11/2"

2"

2"

11/2"

11/2"

11/2"

11/2"

1/2"

1/2"

1/2"

-

-

1/2"

-

1/2"

-

3"

-

11/2"

11/2"

-

11/2"

1/2"

1/2"

1/2"

1/2"

-

1/2"

-11/2" - -

11/2"1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

3/4"

2" 11/2"1/2"

1/2"

11/2" 11/2"1/2"

1/2"

11/4"11/2"

11/4"

COORDIANTE LOCATION OF CONTROL PANEL WITH OWNER, GENERAL AND ELECTRICAL CONTRACTORS.NOTE:

SP1 SUMP PUMP -2" - -

COORDINATE ELECTRICAL REQUIREMENTS WITH GENERAL AND ELECTRICAL CONTRACTORS.

STANCOR SE-50 O/M 115/1 OIL-MINDER MULTI-OPTION (SYSTEM TO INCLUDE #SE-50 .5 HP PUMP, 115V SINGLE PHASE. (2) FLOAT SWITCHES AND OIL-MONITORPROBE, ALL WITH 16' CABLES PRE-WIRED INTO A SEPARATE NEMA 4X J-BOX, 8-PIN 25' CABLE FOR QUICK DISCONNECT ASSY. BETWEEN J-BOX & CONTROL.PROVIDE LONGER 8-PIN CABLE FOR REMOTE LOCATION OF CONTROLLER IF REQUIRED. ROUTE DISCHARGE TO SANITARY SEWER SYSTEM. (SEE NOTE)

SPECIFICATIONWASTEITEM DESCRIPTION VENT CW HW

SUMP PUMP SCHEDULE

1/2"1/2"11/4"11/2"

PUMP SCHEDULE

PACKAGED PRESSURE BOOSTER SYSTEMS PUMPS

PACKAGE MODEL PUMP SUCTION DISCHARGE MOTORS MOTOR

TAG MANUF. NUMBER TAG TYPE SERVICE GPM PRESSURE PRESSURE HP RPM V/PH/HZ EFFIC TYPE CONTROL NOTES

BP1 SYNCROFLO 65TGE-0150-6V-XX-SWF55-1

P-1 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD

1 - 12P-2 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD

P-3 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD

HWRP1 TACO RP1 IN-LINE CIRCULATOR GUESTROOMS LOW ZONE 30 0 45 FT/HD 120/1/60 13 - 15

HWRP2 TACO RP2 IN-LINE CIRCULATOR GUESTROOMS HIGH ZONE 30 0 40 FT/HD 120/1/60 13 - 15

HWRP3 TACO RP3 IN-LINE CIRCULATOR HX CIRCULATION 11 0 20 FT/HD 120/1/60 13 - 15

HWRP4 TACO RP4 IN-LINE CIRCULATOR 140 LAUNDRY 2 0 20 FT/HD 120/1/60 13 - 15

HWRP5 TACO RP5 IN-LINE CIRCULATOR 140 KITCHEN 2 0 25 FT/HD 120/1/60 13 - 15

HWRP6 TACO RP6 IN-LINE CIRCULATOR 120 KITCHEN/AMMENITIES 1 0 25 FT/HD 120/1/60 13 - 15

NOTES:

1 EACH PUMP IS SIZED FOR 50% OF SYSTEM DEMAND

2 PACKAGE SHALL BE CONSTRUCTED ON A RIGID STRUCTURAL STAINLESS STEEL BASE AND PUMPS/MOTORS SHALL BE SUPPORTED BY STRUCTURE

3 HEADERS SHALL BE 6" 304 STAINLESS STEEL WITH GROOVED CONNECTIONS ON BOTH ENDS. ONE END OF EACH HEADER SHALL BE CAPPED WITH A GROOVED CAP AND COUPLING.

4 SUCTION AND DISCHARGE CONNECTIONS MAY EACH BE MADE ON EITHER SIDE (I.E. LEFT OR RIGHT)

5 BOOSTER SHALL BE SUPPLIED WITH CHECK VALVES

6 FURNISH VARIABLE SPEED CONTROLLER WITH SUCTION AND DISCHARGE PRESSURE TRANSMITTERS AND DISCHARGE TEMPERATURE SENSOR

7 FURNISH CONTROLS IN NEMA 1 ENCLOSURE

8 FURNISH LOW SUCTION PRESSURE SHUTDOWN

9 FURNISH SINGLE POINT POWER CONNECTION WITH MAIN DISCONNECT

10 REFERENCE SPECIFICATION FOR ADDITIONAL CONTROL REQUIREMENTS

11 PACKAGE SHALL BE DESIGNED FOR LIFT APPLICATIONS

12 SYSTEM PEAK DEMAND DESIGN POINT 120 PSIG AT 235 GPM, 55 PSI POSITIVE PUMP SUCTION

13 PLUMBING CONTRACTOR SHAL LPROVIDE STARTERS AND DISCONNECTS FOR ALL [HWRP] AS REQUIRED. COORDINATE WITH ELECTRICAL CONTRACTOR

14 CONNECT ALL [HWRP] TO ASSOCIATED WATER HEATER CONTROLLER, PROVIDE EXTERNAL RELAYS AS REQUIRED.

15 ALL [HWRP] SHALL BE CONTROLLED BY THE ASSOCIATED WATER HEATER CONTROLLER.

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27919

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WIL

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overcash demmitt



09/14/15



9/1

5/2

015 8

:47

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M


Raleigh, NC

SCHEDULES -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.002122560



EQUAL TO ZURN Z-415-BZ, SELF-LEVELING FLOOR DRAIN, 6" ROUND TOP, 9 SQ.IN. OPEN AREA, COMBINATION INVERTIBLE MEMBRANECLAMP AND ADJUSTABLE COLLAR W/ SEEPAGE SLOTS AND POLISHED NICKEL BRONZE LEVELING STRAINER (LIGHT DUTY INTERIORDRAIN)

EQUAL TO ZURN Z-415-B, SELF-LEVELING FLOOR DRAIN, 8" ROUND TOP, 18 SQ.IN. OPEN AREA, COMBINATION INVERTIBLE MEMBRANECLAMP AND ADJUSTABLE COLLAR W/ SEEPAGE SLOTS AND POLISHED NICKEL BRONZE LEVELING STRAINER (LIGHT DUTY BALCONYAREA DRAIN) COORDINATE FINAL DRAIN STYLE WITH BALCONY CONSTRUCTION AND G.C.

FLOOR DRAIN - --

-

FLOOR DRAIN - - EQUAL TO ZURN Z538 MEDIUM DUTY CAST IRON FLOOR DRAIN WITH 12" DIAMETER CAST IRON TOP, DEEP SUMP, SUR-SET BUCKET(LAUNDRY TROUGH DRAIN), PROVIDE WITH TRAPGUARD MODEL TG33-ZURN (COORDINATE MODEL NUMBER WITH TRAPGUARD)

-

-

NOTES:

1. COORDINATE ALL ROUGH IN LOCATIONS AND SERVICE SIZES WITH FOOD SERVICE EQUIPMENT SUPPLIER/CONTRACTOR. (FSEC)

2. COORDINATE ALL LOCATIONS OF EQUIPMENT, DRAINS, SERVICE ROUGH INS WITH ARCHITECTURAL PLANS AND ELEVATIONS, ALL CONFLICTS SHALL BE RESOLVED BEFORE MAKING INSTALLATIONS.

3. KITCHEN EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL SERVICE ROUGH-INS AND MAKE FINAL CONNECTIONS.

4. P.C. TO PROVIDE HEAVY DUTY STOPS AND HEAVY DUTY BRASS TRAPS W/ DRAIN PLUGS.

5. PROVIDE REDUCING COUPLINGS AS REQUIRED FOR FINAL CONNECTIONS TO GAS EQUIPMENT.

6. ALL GAS FLEX CONNECTIONS SHALL BE FULL SIZE DIAMETER SPECIFIED.

7. CONTRACTOR SHALL PROVIDE AND INSTALL SUPPLY AND DRAIN PIPING MATERIALS SUITABLE FOR THE TEMPERATURE OF SERVICE EXPECTED.

DESCRIPTIONSYMBOLCOLDWATER

HOTWATER

WASTE GAS

IM1 ICE MAKER BOX

WB1 WASHING MACHINE BOX

EQUAL TO ZURN Z1440 CAST IRON CLEANOUT FERRULE WITH GAS TIGHT ABS TAPERED THREADED PLUG.CO CLEANOUT

EQUAL TO ZURN Z1400 CAST IRON HEAVY DUTY "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, WITH GAS TIGHT ABS TAPEREDTHREADED PLUG AND ROUND SCORIATED NICKEL BRONZE SECURED TOP.

FCO FLOOR CLEANOUT

EQUAL TO ZURN Z1446 CAST IRON CLEANOUT TEE WITH GAS TIGHT ABS TAPERED THREADED PLUG AND ROUND, SMOOTH STAINLESSSTEEL WALL PLATE AND SECURING SCREW.

WCO WALL CLEANOUT

EQUAL TO ZURN Z1406 CAST IRON HEAVY DUTY ADJUSTABLE GRADE CLEANOUT WITH GAS TIGHT TAPERED THREADED PLUG AND CASTIRON HOUSING, ROUND SCORIATED SECURED HEAVY DUTY TOP.

GCO GRADE CLEANOUT

AD1 AREA DRAIN - -

WALL HYDRANT EQUAL TO WOODFORD 67 POLISHED CHROME EXPOSED FREEZELESS WALL HYDRANT, KEYLESS, WALL MOUNTED, BACKFLOW PROTECTED3/4"HB2

WATER FILTER --EQUAL TO AQUA-PURE AP510 CARTRIDGE STYLE CHARCOAL WATER FILTER, WALL MOUNT BEHIND REFRIGERATOR IN ACCESSIBLELOCATION.

WF1

FD1

GREASE INTERCEPTOR(FUTURE RESTAURANT KITCHEN)

4" - -

EQUAL TO OLDCASTLE OR LOCAL AHJ EQUAL, PRECAST 2500 GALLON GREASE INTERCEPTOR, TWO CHAMBER, 4500 PSI CONCRETE W/STRUCTURAL FIBER 2.75 YDS. EST. WEIGHT 11,000 LBS. WITH REINFORCEMENT SCHEDULE #3 GRADE 60 REBAR, TWO H-20 RATED 24" MANHOLEDUCTILE IRON MANHOLE RINGS AND COVERS, ELEVATE 3" ABOVE SURROUNDING SURFACES WITH 24" MINIMUM CONCRETE APRONS. INSTALLPER MANUFACTURERS AND LOCAL CODE REQUIREMENTS. COORDINATE WITH LOCAL INSPECTOR ANY SPECIFIC REQUIREMENTS PRIOR TOINSTALLATION.

GT1

EQUAL TO ZURN Z1185-30, 300 GPM, 45"x45"x40"DEEP, ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL LINTINTERCEPTOR, NON-SKID SECURED COVER WITH REMOVABLE LIFT HANDLE, ALUMINUM LINT INTERCEPTING SECONDARY SCREENASSEMBLY, AND PERMANENT PRIMARY STRAINING BAFFLE WITH 3/8 DIAMETER PERFORATED HOLES. REGULARLY FURNISHED WITHHIGH INLET AND LOW OUTLET.

LINT TRAPLT1 - -

EQUAL TO GUY GRAY MODEL SSIB2AB, RECESSED 20 GAUGE 304 STAINLESS STEEL ICE MAKER BOX AND FACE PLATE WITH SHUTOFF

VALVE AND 1/4" COMPRESSION FITTING CONNECTION. INSTALL WF1 INLINE TO REFRIGERATOR WATER SUPPLY.

EQUAL TO GUY GRAY MODEL SSWB3, RECESSED 20 GAUGE 304 STAINLESS STEEL WASHING MACHINE BOX AND FACE PLATE WITH INTEGRATEDSHOCK ARRESTORS AND VALVES AND 2" DRAIN,

APPROVED MANUFACTURERS: SPECIFIED MANUFACTURER/PRODUCT: ACCEPTED SUBSTITUTION:

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHESTHE SPECIFIED PRODUCT. PROVIDE ONLY PRODUCTS MADE BY THE MANUFACTURERS LISTED.

JAY R. SMITH (DRAINS, CLEANOUTS)JAY R. SMITH (ROOF DRAINS)WOODFORD (HOSE BIDS, WALL HYDRANTS)SIOUX CHIEF (SHOCK ARRSTORS)AMES (BACKFLOW PREVENTERS)

ZURN, MIFABZURN, MIFABZURN, PRIERPPP, WATTSWATTS, WILKINS

DESCRIPTIONSYMBOLCOLDWATER

HOTWATER

WASTE VENT

2"

GREASE INTERCEPTOR(HOTEL RESTAURANT KITCHEN)

4" - -GT2 2"

2"

-

-

COFFEE BREWER 1/2" CW ROUGH-IN, INSTALL WATER FILTER WF1 INLINE AT ACCESSIBLE LOCATION AND MAKE FINAL CONNECTION TO EQUIPMENT

COLD FOOD WELL 1/2" DRAIN, MAKE FINAL CONNECTION AND ROUTE TO FLOOR SINK.

HAND SINK 1/2" HW AND CW ROUGH-IN AT 12" AFF. 1-1/2" DRAIN AT 24" AFF.

BLENDER STATION 1/2" HW AND CW ROUGH-IN AT 12" AFF. ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

ICE BIN 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

DRAINBOARD 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

DRAFT BEER COOLER 1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

FRYER 3/4" NATURAL GAS, 105,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, PROVIDE REGULATOR IF GAS PRESSURE EXCEEDS 14.0" W.C.

GRIDDLE 3/4" NATURAL GAS, 50,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 4.0" W.C.

CHARBROILER 3/4" NATURAL GAS, 44,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 4.0" W.C.

RANGE 3/4" NATURAL GAS, 140,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 5.0" W.C.

BOILERLESS CONVECTIONSTEAMER

1/2" COPPER DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

CONVECTION OVEN 3/4" NATURAL GAS, 25,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 3.5" W.C.


WORK TABLE W/ SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL PROVIDED 52.2 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENINGAND RIM OF FLOOR SINK. INSTALL PROVIDED 52.1 PANTRY FAUCET AND MAKE FINAL CONNECTIONS.

ICE CUBER1/2" CW ROUGH-IN AT 70" AFF. INSTALL ROUTE (1)-1/2" DRAIN AND (1)-3/4" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOORSINK. INSTALL ITEM #56 IN CW SUPPLY LINE.

WATER FILTER ASSEMBLYMOUNT FILTER IN ACCESSIBLE LOCATION. CONNECT TO 1/2" CW ROUGH-IN AT 70" AFF. ROUTE 3/8" TUBE FROM STOP TO FILTER AND FROM FILTER TO ITEM #55 ICE CUBER. MAKE

FINAL CONNECTIONS AS REQUIRED.

SOILED DISHTABLE1/2" HW AND CW ROUGH-IN AT 21" AFF. INSTALL ITEM #59 DISPOSER. P.C. TO PROVIDE BASKET STRAINER IF REQUIRED, COORDINATE WITH PROVIDED SINK. INSTALL PROVIDED57.1 PRE-RINSE FAUCET AND MAKE FINAL CONNECTIONS.

DISPOSER1/2" CW ROUGH-IN AT 21" AFF. ROUTE 1-1/2" WASTE TO SS1 LOCATED UNDER SINK IN ACCESSIBLE LOCATION, COORDINATE WITH FSEC. CONNECT 1/2" CW SUPPLY TO DISPOSER

WITH VACUUM BREAKER AND PROVIDED SOLENOID VALVE. CONSULT MANUFACTURES INSTALLATION RECOMMENDATIONS.

DISHWASHER3/4" HW - 140°, ROUGH-IN AT 18" AFF. PROVIDE AND INSTALL PRV IN HW SUPPLY AND SET PRESSURE TO MANUFACTURERS RECOMMENDED PRESSURE. HIGH TEMP 180° DRAIN, ROUTE2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

3 - COMPARTMENT SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL (3)-PROVIDED 64.3 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPEOPENING AND RIM OF FLOOR SINK. INSTALL PROVIDED 64.1 AND 64.2 FAUCET, SPOUT AND MAKE FINAL CONNECTIONS.


BLENDER STATION 1/2" HW AND CW ROUGH-IN AT 12" AFF. ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

ICE BIN 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

DRAINBOARD 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

DRAFT BEER COOLER 1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

ICE CUBER1/2" CW ROUGH-IN AT 70" AFF. INSTALL ROUTE (1)-1/2" DRAIN AND (1)-3/4" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOORSINK. INSTALL ITEM #56 IN CW SUPPLY LINE.

WATER FILTER ASSEMBLYMOUNT FILTER IN ACCESSIBLE LOCATION. CONNECT TO 1/2" CW ROUGH-IN AT 70" AFF. ROUTE 3/8" TUBE FROM STOP TO FILTER AND FROM FILTER TO ITEM #55 ICE CUBER. MAKE

FINAL CONNECTIONS AS REQUIRED.


WORK TABLE W/ SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL PROVIDED 52.2 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENINGAND RIM OF FLOOR SINK. INSTALL PROVIDED 52.1 PANTRY FAUCET AND MAKE FINAL CONNECTIONS.

DISHWASHER1/2" HW - 140°, ROUGH-IN AT 8" AFF. PROVIDE AND INSTALL PRV IN HW SUPPLY AND SET PRESSURE TO MANUFACTURERS RECOMMENDED PRESSURE. HIGH TEMP 180° DRAIN, ROUTE5/8" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.

SOILED DISHTABLE1/2" HW AND CW ROUGH-IN AT 21" AFF. INSTALL ITEM #104 DISPOSER. P.C. TO PROVIDE BASKET STRAINER IF REQUIRED, COORDINATE WITH PROVIDED SINK. INSTALL PROVIDED103.1 PRE-RINSE FAUCET AND MAKE FINAL CONNECTIONS.

DISPOSER1/2" CW ROUGH-IN AT 21" AFF. ROUTE 1-1/2" WASTE TO SS1 LOCATED UNDER SINK IN ACCESSIBLE LOCATION, COORDINATE WITH FSEC. CONNECT 1/2" CW SUPPLY TO DISPOSER

WITH VACUUM BREAKER AND PROVIDED SOLENOID VALVE. CONSULT MANUFACTURES INSTALLATION RECOMMENDATIONS.

SODA SYSTEM 1/2" CW ROUGH-IN AT 12" AFF. COORDINATE WITH SODA SYSTEM VENDOR FOR FINAL ROUGH-IN LOCATION.

SODA SYSTEM 1/2" CW ROUGH-IN AT 12" AFF. COORDINATE WITH SODA SYSTEM VENDOR FOR FINAL ROUGH-IN LOCATION.

CLOTHES WASHER/EXTRACTOR3/4" CW AND HW ROUGH-IN AT 36" AFF. PROVIDE (2) CW & (2) HW HOSE BIBBS FOR EACH UNIT. PROVIDE 3/4" STAINLESS STEEL BRAIDED HOSES AND MAKE FINAL CONNECTION.EXTEND 3" DRAIN TO FLOOR TROUGH, TERMINATE DISCHARGE WITH 6" MIN. AIR GAP ABOVE TOP OF FLOOR TROUGH.

CLOTHES DRYER1/2" NATURAL GAS, 135,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, PROVIDE GAS REGULATOR IF REQUIRED. COORDINATE FINAL DELIVER PRESSURE WITHEQUIPMENT PROVIDER. 3/4" COLD WATER CONNECTION, PROVIDE 3/4" STAINLESS STEEL BRAIDED HOSES AND MAKE FINAL CONNECTIONS.

EQUAL TO OLDCASTLE OR LOCAL AHJ EQUAL, PRECAST 2500 GALLON GREASE INTERCEPTOR, TWO CHAMBER, 4500 PSI CONCRETE W/STRUCTURAL FIBER 2.75 YDS. EST. WEIGHT 11,000 LBS. WITH REINFORCEMENT SCHEDULE #3 GRADE 60 REBAR, TWO H-20 RATED 24" MANHOLEDUCTILE IRON MANHOLE RINGS AND COVERS, ELEVATE 3" ABOVE SURROUNDING SURFACES WITH 24" MINIMUM CONCRETE APRONS. INSTALLPER MANUFACTURERS AND LOCAL CODE REQUIREMENTS. COORDINATE WITH LOCAL INSPECTOR ANY SPECIFIC REQUIREMENTS PRIOR TOINSTALLATION.

FD2aFLOOR DRAIN - KITCHEN(FUNNEL)

- -

FS1 FLOOR SINK - FULL GRATE - -EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND FULL GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT

FS2 FLOOR SINK - 1/2 GRATE - -

FS3 FLOOR SINK - 3/4 GRATE - -

EQUAL TO ZURN Z1960-6 SANI-FLOR RECEPTOR, 8" ROUND TOP W/ 4"DIA x 3.75" HIGH FUNNEL, 14" SQ.IN. OPEN AREA, PROVIDE WITHDEEP SEAL TRAP AND TRAP GUARD INSERT (INTERIOR KITCHEN DRAIN)

EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND 1/2 GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT

EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND 3/4 GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT

-

-

-

-

FD2 FLOOR DRAIN - KITCHEN - - EQUAL TO ZURN Z1960 SANI-FLOR RECEPTOR, 8" ROUND TOP, 14" SQ.IN. OPEN AREA, PROVIDE WITH DEEP SEAL TRAP AND TRAPGUARD INSERT (INTERIOR KITCHEN DRAIN)

-

FD4

FD5 FLOOR DRAIN - DROP TOP - - EQUAL TO ZURN ZN-415-I NICKEL BRONZE 5" ROUND TOP FLOOR DRAIN, 8.5 SQ.IN. OPEN AREA, PROVIDE WITH DEEP SEAL TRAP ANDTRAP GUARD INSERT (LIGHT DUTY INTERIOR DRAIN)

-

EQUAL TO ZURN Z507 MEDIUM DUTY CAST IRON DRAIN WITH 7" DIAMETER CAST IRON TOP, PROVIDE WITH DEEP SEAL TRAP AND TRAPGUARD INSERT (MEDIUM DUTY MECHANICAL ROOM DRAIN)

FD6 FLOOR DRAIN - - -

RD1 ROOF DRAIN EQUAL TO ZURN Z-100-C-EA 15" DIAMETER MAIN ROOF DRAIN WITH CAST IRON LOW SILHOUETTE DOME AND UNDERDECK CLAMP

EQUAL TO WILKINS 475 REDUCED PRESSURE BACKFLOW PREVENTER, SHALL BE ASSE LISTED 1013, AND SUPPLIED WITH FULLPORT NRS GATE VALVES. THE MAIN BODY AND ACCESS COVERS SHALL BE EPOXY COATED DUCTILE IRON (ASTM A 536 GRADE 4),THE SEAT RING AND CHECK VALVE SHALL BE NORYL, THE STEM SHALL BE STAINLESS STEEL (ASTM A 276) AND THE SEAT DISCELASTOMERS SHALL BE EPDM. CENTER STEM GUIDED DESIGN SHALL INCORPORATE TWO TORSION SPRINGS TO BIAS THE CHECKIN THE CLOSED POSITION. THE FIRST AND SECOND CHECKS SHALL BE ACCESSIBLE FOR MAINTENANCE WITHOUT REMOVING THERELIEF VALVE OR THE ENTIRE DEVICE FROM THE LINE, SUPPLY WITH AN AIR GAP ADAPTER.

BFP1 BACKFLOW PREVENTER ---

EQUAL TO AMES 400B REDUCED PRESSURE BACKFLOW PREVENTER, BRONZE BODY CONSTRUCTION, TWO POPPET STYLE CHECKVALVES AND REPLACEABLE CHECK SEATS, WITH AN INTERMEDIATE RELIEF VALVE

BFP2 BACKFLOW PREVENTER ---

RELIEF DISCHARGE SHALL BE PIPED TOEXTERIOR WITH 8" PIPE, TWICE DIAMETEROF BACKFLOW SIZE.

SOLIDS INTERCEPTOR EQUAL ZURN MODEL Z1180-SS PROVIDE FOR FOOD DISPOSER IN KITCHEN, INSTALL ABOVE FLOOR,COORDINATE LOCATION WITH FOOD SERVICE EQUIPMENT.

SS1

HOSE BIBB EQUAL TO WOODFORD 24P i" POLISHED CHROME KEYLESS WALL MOUNTED HOSE BIBBHB1

SPECIFICATION

KITCHEN PLUMBING CONNECTION SCHEDULE

SPECIFICATION

PLUMBING FIXTURE SCHEDULE

REMARKS

- 1/2" -

2" 3/4" 3/4"

4" - -

4" - -

4" - -

4" - -

- -

1/4"

6"

-

-

-

-

-

-

1

4

11

12

14

16

17

37

38

40

41

42

43

49

52

55

56

57

59

62

64

81

82

84

86

87

89

90

91

95

101

103

104

106

21

AA

BB

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

SEEPLAN

- --SEEPLAN

SEEPLAN

SEEPLAN

2" - - -

- 1/2" -- 1/2" - -

FS - - -

1-1/2" 1/2"1/2" -

FS 1/2"1/2" -

FS - - -

FS - - -

FS - - -

- - - 3/4"

- - - 3/4"

- - - 3/4"

- - - 3/4"

FS - - -

- - - 3/4"

1-1/2" 1/2"1/2" -

FS 1/2"1/2" -

FS 1/2" - -

- 3/8" - -

- 1/2"1/2" -

1-1/2" 1/2" - -

FS - 3/4" -

FS 1/2"1/2" -

1-1/2" 1/2"1/2" -

FS 1/2"1/2" -

FS - - -

FS - - -

FS - - -

FS 1/2" - -

- 3/8" - -

1-1/2" 1/2"1/2" -

FS 1/2"1/2" -

FS - 1/2" -

- 1/2"1/2" -

1-1/2" 1/2" - -

- 1/2" - -

- 1/2" - -

3"I.D.

-

- 1/2" - 1/2"

3/4"3/4"

Tankless Water Heater Sizing Calculator

Developed by the Plan Review Unit of the Environmental Health Services Section NC

Division of Environmental Health

Enter the quantity of each piece of equipment listed below.

For other equipment enter the description and gallon per minute (GPM) value.

Find dishmachine GPM on the "Dishmachine Specs" sheet below or on the manufacturer's spec sheet

Facility Name: RESIDENCE INN

Address: RALEIGH, NORTRH CAROLINA

Equipment Quantity GPM Calculated

Hand Sink 3 .75 GPM each 2.25

Utensil Wash Sink 0 2 GPM each 0

Prep Sink 2 2 GPM each 4

Mop Sink 0 1 GPM each 0

Can Wash 0 1 GPM each 0

Other equipment Description GPM value

Other equipment 3-COMPARTMENT 3 3

Other equipment (2) BLENDER STATION 3.2 3.2

Other equipment (2) BAR SINK 3.2 3.2

Dishmachine brand Dishmachine Model Dishmachine GPM

CHAMPION DH-2000 4.4 4.4

CHAMPION UH230B 2.2 2.2

Pre-rinse Quantity 2 2 GPM each 4

Total Gallons per Minute (GPM) Needed: 26.25

IS O

AN

LRP

EOF S

EN E RG IE N

27919

SEAL

GDI

RDLAMAIL

WIL

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overcash demmitt



09/14/15



9/1

5/2

015 8

:47

:47 P

M


Raleigh, NC

SCHEDULES -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.003122560



SCALE: SCALE: SCALE:SCALE:

71_4 [184]

7 5__16 [186]

31_4 [83]

8 7__16 [214]

121_2 [318]

71_2 [190]

6 3__16 [157]

10 916 [268]

INLET OUTLET

10 3__16 [259] SPACE

FOR BUCKETREMOVAL

3 [76]

J-BOX

DISCHARGE PIPE

1 1/4"

1 1/2"

Sch80 PVC Pipe

Sch40 Galvanized Steel

304 Stainless Steel

2"

PUMP ON FLOAT

ELEV

ALARM FLOAT

ELEV

OFF PROBE

ELEV

1. STANCOR 50 GPM SIMPLEX MODEL SUBMERSIBLE EFFLUENT PUMP

.5 HP, 115 VOLT, 3600 RPM, 2" DISCHARGE CONNECTION

2. STANCOR CHECK VALVE

3. STANCOR OIL MINDER 115V, 1∅ CONTROL SYSTEM WITH

OPTIONAL BUILT IN AUDIBLE AND VISUAL ALARM WHENPUMP DOES NOT RUN DUE TO OIL IN PIT OR HIGHLIQUID ALARM. PROVIDE SILENCING BUTTON FOR AUDIBLE

ALARM BUILT INTO PANEL. PANEL SHALL HAVE ADDITIONALCONTACT FOR A REMOTE ALARM LOCATION.

SHALL BE PROTECTED WITH TAPECOAT CT CORROSION5. ALL BURIED PUMP PRESSURE DISCHARGE PIPING

PROTECTION TAPE6. OIL MINDER CABLE, POWER CABLE, PROBE CABLE, HIGH

LIQUID ALARM CABLE & PUMP ON FLOAT CABLE.

7. HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO

MOUNT TO PUMP DISCHARGE PIPING

JUNCTION BOX WILL

BE PROVIDED WITH MULTI-PIN CONNECTOR & CORD IN LENGTHSAS REQUIRED, 25 FT. IS STANDARD, OPTIONAL 25 FT. INCREMENTS.LIGHTS FOR OIL SPILL, POWER,HIGH LIQUID LEVEL, OVERLOAD & PUMP RUN

8 PUMP ON FLOAT

ITEMS 1,2,3,4,6,7,8 & 9 PROVIDED BY STANCOR AS A STANDARD PACKAGE

JUNCTION BOX WILL BE PROVIDED WITH MULTI-PIN CONNECTOR ANDCORD IN LENGTHS AS REQUIRED; 25 FT. IS STANDARD, OPTIONAL 25 FT.INCREMENTS AVAILABLE

4

115 VAC 60HZ

POWER IN RMS

MULTI-PIN CONNECTOR25 FT. STANDARD

OIL-MINDER MULTI-OPTION

515 FAN HILL RD.MONROE, CT 06468WWW.STANCORPUMPS.COM

POWEROIL FAULTHIGH LEVELOVERLOAD

SENSORSSETTINGSOVERLOADAMPSOIL MINDER CONTROLPATENTS:4,752,188; 4,715,785; 6,203,281

RESETSILENCE

PUMP RUN MADE IN USA

13 5 7 10

57 10 1315

L1 N P1(N) P2(L) OILRMS RELAY10 AMPS @ 240 VAC FLOATSMAIN COM HIGHOIL FLOAT

FLOOR

GATE VALVE

STANCORSE50

3

8 PIN MALE CONNECTOR

WITH 8 PIN FEMALE CONNECTOR

4

5

7

2

1

8

6MIN. PIT SIZE 24"X24"X24"

9 OIL-MINDER PROBE

9

COVER

NOTES

X

ROUTE DISCHARGE TO 4" STANDPIPE

IN PIPE CHASE, SEE PLAN FOR ROUTING

CHECK VALVE

2" GALV.

CEILING

X

PROVIDE LONGER CABLE FORREMOTE LOCATIONS

11WALL HYDRANT DETAILSCALE: NONE

10DOMESTIC WATER SERVICE ENTRANCESCALE: NONE

14RPZ BFP SCHEMATICNOT TO SCALE (SEE PLAN FOR SIZE)

15HOUSEKEEPING/EQUIPMENT PADNOT TO SCALE (SEE PLAN FOR SIZE)

7WASHER EXTRACTOR DRAIN SCHEMATICSCALE: NONE

7ICEMAKER PIPING DETAILSCALE: NONE

73-COMPARTMENT SINK SCHEMATICSCALE: NONE (1 & 2-COMPARTMENT SIMILAR)

7SOLIDS TRAP SCHEMATICSCALE: NONE (MAIN AND WARMING KITCHEN AT FOOD GRINDER)

7ELEVATOR SUMP PUMP SCHEMATICSCALE: NONE

3FLOOR CLEANOUT

NONE2

WALL CLEANOUTNONE

1GROUND CLEANOUT

NONE4

CLEVIS TYPE HANGERNONE

"Y" BRANCH (USE LONGRADIUS ELBOW ON END C.O.)

12"X12"X4" CONCRETE BLOCK

GRADE

CAST IRON PIPING

UNDERGROUNDDRAINAGE PIPING

SAME SIZE AS SEWER(MAX. 4")

CLEANOUTALL THREAD ROD

CLEVIS HANGER

INSULATION

SHEETMETAL SHIELDINSULATION PROTECTIVE

WASHER (TOP & BOTTOM)

NUT (TOP & BOTTOM)

PIPE

FINISH FLOOR

WALL THICKNESS

STREET ELBOW

REMOVABLEKEY

GRADE

WALL, SEE ARCH.

RAINWATER PIPE

WALL CLAMP

REDUCED PRESSURE DETECTOR ASSEMBLYOR EQUAL CITY APPROVED MODEL

WILKINS MODEL 475DAV

AIR GAP FITTING

DIR

ECTI

ON

OF

FLO

W

18" MIN.

12" AFG

PLUGMAY EXTEND AS DRAIN FROMABOVE

FLOW

DRAIN LINE LENGTHTO SUIT

DRAIN LINE

1/8" BEND AND END OF LINECLEANOUT

FOR WALL CONST. REF.ARCH. DWGS.

CLEANOUT TEE

POLISHED S.S.ACCESS COVER

COUNTERSUNKSCREW

FLOW

CAULKING FERRULE

CLEANOUT PLUG

FINISHED FLOOR

COUNTERSUNK SCREWCLEANOUT COVER

CONCRETE SURFACE ORFLOOR COVERING ASREQUIRED

FLOW

TO MECHANICAL EQUIPMENT

436

1

5

1. AIR GAP FITTING2. NOT USED3. REDUCED PRESSURE BACKFLOW

PREVENTER4. PRESSURE GAUGE5. RUN FULL SIZE PIPE DRAIN FROM AIR GAP

TO EXTERIOR.6. TEST COCK7. WALL OR STRUCTURE SUPPORT

FROM SUPPLY

4

NOTE:PROVIDE PERMANENT SIGN ON ALL NON-POTABLE

HOSE BIBBS AND WALL HYDRANTS INDICATING"CAUTION: NON-POTABLE WATER-DO NOT DRINK"

WWF 4x4-W4.0xW4.0

PADS UP TO12" HIGH

#4 CONT. ALL AROUND

ROUGHEN SURFACE OFSLAB. TREAT AS CONST. JOINT

#4@18" MAX ALLAROUND (TYP.)

DRILL SLAB AND SETDOWELS IN EPOXY

THE EXACT SIZE, SHAPE, AND LOCATION OF EQUIPMENT(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THECONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOREQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BESIZED AND LOCATED ACCORDING TO MANUFACTURER'SREQUIREMENTS.

SLAB ON GRADE4"

SLAB REINF

6"

3000# CONCRETE

CHROME PLATEDESCUTCHEON AT ALLWALL PENETRATIONS

BALL VALVE WITHTHREADED ENDSWATTS SD3BACKFLOW PREVENTER

FINAL CONNECTION TOEQUIPMENT BY PC

FLOOR

CEILING

SHUTOFF VALVEABOVE CEILING

ROUGH-IN PERMANUFACTURER'SINSTRUCTIONS

3/4"

PIPE ALL DRAIN LINESTO FLOOR DRAIN

FIELD COORDINATEPIPE LOCATIONWITH WALL

CONSTRUCTION

ICEMAKER

FLOOR SINK BY P.C.

4" AIR GAP

1-1/2" DRAIN BY P.C.

SEE SCHEDULEFAUCET BY F.S.E.C.

FLOOR

SINK BY F.S.E.C.3 COMPARTMENT

CO

s"CW FROM ABOVE CEILING.

s"HW-140°F TO ABOVE CEILING

SEE FLOOR PLAN FOR CONTINUATION

s"HW-140°F FROM ABOVE CEILING

SEE SCHEDULEFAUCET BY F.S.E.C.

s"CW FROM ABOVE CEILING.

METAL GRATE BYCONTRACTOR

6" DRAIN WITH DOMESTRAINER ANDSEDIMENT BUCKET

SEE ARCHITECTURAL DRAWINGS

6" FD3

REINFORCED CONCRETESLAB BY GENERALCONTRACTOR

SEE ARCHITECTURALDRAWINGS FOR EXACTDIMENSIONS OF DRAINPIT. THE PIT SHOWN ISFOR ILLUSTRATIONALPURPOSES ONLY.

EXTRACTOR

METAL GRATE BYCONTRACTOR

6" FD3

REINFORCED CONCRETE SLABBY GENERAL CONTRACTOR

SEE ARCH.DRAWINGS

RPZ BFP RELIEF DISCHARGE, PIPESHALL BE TWICE AS LARGE ASDEVICE SIZE. INSTALL 8"DISCHARGE THROUGH WALL ANDPROVIDE RODENT/INSECT PROOFTERMINATION.

PROVIDE FLOOR SLEEVE ALLOWINGFOR MINIMUM OF 1" CLEAR SPACEAROUND PIPE.

4" DOMESTIC UNDERGROUND SUPPLY,SEE CIVIL PLANS FOR CONTINUATION.

4" TO DOMESTIC BOOSTER PUMP SYSTEM

IS O AN

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overcash demmitt2010 south tryon st. suite 1a

charlotte north carolina 28203office.704.332.1615

web. www.oda.us.com

09/14/15



9/16

/201

5 3:

41:3

4 PM


Raleigh, NC

DETAILS -PLUMBING

09.14.2015PERMIT SUBMITTAL

P.004122560

No. Description DatePERMIT SUBMITTAL 9/14/15

GAS

9TH FLOOR

10TH FLOOR

PENTHOUSE

8TH FLOOR

7TH FLOOR

6TH FLOOR

5TH FLOOR

4TH FLOOR

3RD FLOOR

2ND FLOOR

1ST FLOOR

8GUEST ROOMS / COMMON AREAS WATER HEATER SCHEMATICSCALE: NONE

12GAS METER DETAILSCALE: NONE

17PRE-TREATMENT (KITCHEN)SCALE: NONE

WATER HEATER COLD WATER

16PRE-TREATMENT (GUEST ROOMS)SCALE: NONE

WATER HEATER COLD WATER

7MAIN/WARMING KITCHEN WATER HEATER SCHEMATICSCALE: NONE

9CENTRAL LAUNDRY WATER HEATER SCHEMATICSCALE: NONE

12KITCHEN EMERGENCY SHUTOFF SWITCHSCALE: NONE

12GAS CONNECTION TO EQUIPMENTSCALE: NONE

G

STAINLESS STEELCOVER PLATE

KEY OPERATEDSWITCH, ALL TOBE KEYED ALIKE

2-1/4" DIAMETERMUSHROOM PUSHBUTTONNON-ILLUMINATED.SQUARE D CLASS 9001,TYPE K SNAP-IN BUTTON

BLACKENGRAVEDLABELS

GAS HOSE

SUPPLIED

BY F.S.E.C.

BY F.S.E.C.

SUPPLIED

RESTRAINT CABLE

GAS CONNECTION

AT EQUIPMENT.

QUICK CONNECT

(BY P.C.)

GAS COCK AND

GAS HEADER (BYP.C.)

ALL COSTS WILL BE INCURREDBY THE PLUMBING CONTRACTOR.

GAS MAIN, SEE PLAN

12" (MIN) DIRT LEG

BE BY THE LOCAL GAS COMPANY.GAS METER & REGULATOR SHALL

NOTE:

SEE PLAN FOR DEMANDPRESSURE REGULATOR,

TO BUILDING, SEE PLAN

CAPPED TEST TEE

NOTES:1. FOR 5 PSI SYSTEM ON THE HOUSE SIDE OF THE METER. REDUCE PRESSURE DOWN TO 7"-11"WC.2. PROVIDE GALVANIZED GOOSENECK AT ALL EXTERIOR MOUNTED REGULATORS WITH BUG SCREEN. TERMINATEGOOSENECKS 8" ABOVE REGULATOR.

3. PROVIDE GAS PIPING SUPPORTS PER NC FUEL GAS CODE.4. ALL GAS PIPING SHALL BE PAINTED WITH OSHA RUST PROOF PAINT.5. PROVIDE OPTIONAL VENT LIMITER (12A09) ON MAXITROL GAS REGULATOR MODELS 325-3L & 325-5AL WHEN USEDINDOORS. ALL OTHER REGULATORS SHALL VENT TO EXTERIOR.

6. MAXITROL SERIES 325 SERIES REGULATORS ONLY COME IN A MAXIMUM PIPE SIZE OF 1-1/2". FOR PIPE SIZES UP TO2" USE FISHER MODEL S201.

7. GAS REGULATORS SHALL BE PROVIDED WITH OVER-PRESSURIZATION RELIEF DEVICES AS REQUIRED BY THE NC FUELGAS CODE.

CONNECTION AT MECHANICAL/PLUMBING EQUIPMENT

CONNECTION AT KITCHEN EQUIPMENT

HOSE BIBB

ISOLATION VALVE

UNION

PROVIDE WALL SUPPORT BRACKETS

FROM COLD WATER SUPPLY

TO WATER HEATER SUPPLY(SEE WATER HEATER DETAIL FOR CONNECTION LOCATION)

F.F.

TANK INLET

ISOLATION VALVEUNION

1" 1"

1" 1"

HWT2 HWT2HOSE BIBB

ISOLATION VALVE

UNION

PROVIDE WALL SUPPORT BRACKETS

FROM COLD WATER SUPPLY

TO WATER HEATER SUPPLY(SEE WATER HEATER DETAIL FOR CONNECTION LOCATION)

F.F.

TANK INLET

ISOLATION VALVEUNION

2" 2"

2" 2"

HWT1 HWT1

FROM GASSUPPLY

FROM GASSUPPLY

6" TRAP(DRIP LEG)

TO EQUIPMENT/CONTROLS

GROUND JOINTUNION

MANUAL SHUT-OFF VALVEWITH AN 1/8" N.P.T. PLUGGEDTAPPING ACCESSIBLE FORTEST GAGE CONNECTION TOBE INSTALLED UPSTREAM OFTHE GAS SUPPLY CONNECTIONTO THE APPLIANCE.

GASCOCK

OFF

ON

EMERGENCY OFF

G G G G G G G GGG

TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1#10 #9 #8 #7 #6 #5 #4 #3 #2 #1

G GDCW

DHW

EX1

HWRP1

HWRP2 DHWR

VFD

VFD

G G G G G

TWH2#5 #4 #3 #2 #1

G GDCW

DHW

EX3

HWRP3

DHWR

VFD

TWH2 TWH2 TWH2 TWH2

GGGGG

TWH3#5#4#3#2#1

GGDCW

DHW

EX2

HWRP4

DHWR

VFD

TWH3TWH3TWH3TWH3

DHW

DHW

TO CENTRAL LAUNDRY TO GUEST ROOMS / COMMON AREAS

BP1HAT1

BFP

PRESSURE REDUCING STATION

PRESSURE REDUCING STATION

IS O

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27919

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overcash demmitt



09/14/15



9/1

5/2

015 8

:47

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M


Raleigh, NC

DETAILS -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.005122560



CITY OF RALEIGH

DEPARTMENT OF PUBLIC UTILITIES

DATE REVISIONS DATEREVISIONSDWG. NO.

CITY OF RALEIGH

DEPARTMENT OF PUBLIC UTILITIES

DATE REVISIONS DATEREVISIONSDWG. NO.

ADJUSTED TOFINISHED GRADE

24"

NOTES:1. REINFORCEMENT: H-20 BRIDGE LOADING (TRAFFIC RATED)2. CONCRETE: 4000 PSI @28 DAYS3. EARTHCOVER: 0' TO 5' MAX.

4"

3"

OUTLETINLET

1/4 DEPTH

TOTAL LENGTH

1/2 DEPTH

BAFFLE 2/3 TO 3/4 OF

8"

OPEN OPEN

LENGTH

LCLC

2"

EXTEND SLEEVE 2"2"

24" MIN. COVER TO TOP OF PIPE

6"

GALVN. SCH. 40 STEEL

BREEZEWAY SLABBUILDING SLAB

OR D.I. SLEEVE

FOOTING

FO

UN

DA

TIO

N W

AL

L

FO

UN

DA

TIO

N W

AL

L

24" MIN. COVER

NOTE:

PAST FOOTING

IF PIPE IS RUN UNDER FOOTING WITH NO PROTECTION

MINIMUM CLEARANCE TO TOP OF PIPE IS 36".

SLEEVE SIZE

LISTED FIRE

PROTECTION PIPING

CLEARANCE: 2" TO TOP OF PIPE AND 2" TO

BOTTOM OF PIPE

SLEEVE SIZE = CLEARANCE (4") + INSTALLED

PIPE SIZE.

LISTED FIRE PROTECTIONPIPING OR PLUMBING PIPE

EXTEND RUBATEX INSULATION 2"PAST SLEEVE AND 6" INSIDE OFSLEEVE

NOTE:IF GROUND WATER IS ENCOUNTERED, PROVIDE A BOUYANCY COLLAR,COORDINATE WITH MANUFACTURER FOR RECOMMENDED SIZE ANDINSTALLATION.

NOTES:

1. TANK SIZE WILL BE ADJUSTED ACCORDINGLY ONCE ACTUAL

RESTAURANT EQUIPMENT IS SELECTED.

2. TANK SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND DETAILS

(SEE S-40 AND S-41) WEATHER OR NOT INDICATED WITHIN THESE PLANS.

NOTES:

1. TANK SIZE WILL BE ADJUSTED ACCORDINGLY ONCE ACTUAL

RESTAURANT EQUIPMENT IS SELECTED.

2. TANK SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND DETAILS

(SEE S-40 AND S-41) WEATHER OR NOT INDICATED WITHIN THESE PLANS.

NOTE:IF GROUND WATER IS ENCOUNTERED, PROVIDE A BOUYANCY COLLAR,COORDINATE WITH MANUFACTURER FOR RECOMMENDED SIZE ANDINSTALLATION.

PROVIDE AND INSTALL PER LOCAL REQUIREMENTS.

NOTE: DETAIL FOR REFERENCES PURPOSES.

COVERS IN DRIVEWAYH20 TRAFFIC BEARING

PROVIDE AND INSTALL PER LOCAL REQUIREMENTS.

NOTE: DETAIL FOR REFERENCES PURPOSES.

COVERS IN DRIVEWAYH20 TRAFFIC BEARING

6'-0" x 12'-0"x 7'-0" I.D.

Grease Interceptor

CAPACITYIN GALLONS

DESIGN CRITERIA

WASTE FLOWRATE

NUMBER OF MEALSPER PEAK HOUR

XSTORAGEFACTOR

RETENTIONTIME

X X =

SECTION VIEW A-A

PLAN VIEW

2,500 Gallon Capacity

AA

GENERAL NOTES:

CONCRETE: 28 DAY COMPRESSIVE

1. STRENGTH F'E = 4,500 PSI

REINFORCEMENT: ASTM A-615,

GRADE 60

2. LOADS: H-20 TRUCK WHEEL WITH

30% IMPACT PER AASHTO

3. BUTYL RUBBER JOINT SEALANT

SS-S-00210

4. BLACK WATER GRAY WATER ONLY

SHALL BE CARRIED BY SEPARATE

SIDE SEWER.

5. CONTRACTOR TO:

• SUPPLY AND INSTALL ALL PIPING

AND SAMPLING TEES

• GROUT IN ALL PIPES AND WEIRS

• FILL W/ CLEAN WATER PRIOR TO

"START-UP" OF SYSTEM

• VERIFY SIZE AND LOCATION OF ALL

OPENINGS

UNIFORM PLUMBING CODE - APPENDIX H

MH RING AND COVER BROUGHTTO GRADE BY CONTRACTOR(TYPICAL OF 3)

OUTLET

INLET

GROUT ALLAROUND BOTHSIDES

SLOT

GROUT BOTH SIDES

24"DIA. ACCESS OPENING(TYPICAL OF 3)

SLOT BOTH SIDES

PRECAST DIVIDER

6'-0" x 12'-0"x 7'-0" I.D.

Grease Interceptor

SECTION VIEW A-A

PLAN VIEW

2,500 Gallon Capacity

AA

GENERAL NOTES:

CONCRETE: 28 DAY COMPRESSIVE

1. STRENGTH F'E = 4,500 PSI

REINFORCEMENT: ASTM A-615,

GRADE 60

2. LOADS: H-20 TRUCK WHEEL WITH

30% IMPACT PER AASHTO

3. BUTYL RUBBER JOINT SEALANT

SS-S-00210

4. BLACK WATER GRAY WATER ONLY

SHALL BE CARRIED BY SEPARATE

SIDE SEWER.

5. CONTRACTOR TO:

• SUPPLY AND INSTALL ALL PIPING

AND SAMPLING TEES

• GROUT IN ALL PIPES AND WEIRS

• FILL W/ CLEAN WATER PRIOR TO

"START-UP" OF SYSTEM

• VERIFY SIZE AND LOCATION OF ALL

OPENINGS

MH RING AND COVER BROUGHTTO GRADE BY CONTRACTOR(TYPICAL OF 3)

OUTLET

INLET

GROUT ALLAROUND BOTHSIDES

SLOT

GROUT BOTH SIDES

24"DIA. ACCESS OPENING(TYPICAL OF 3)

SLOT BOTH SIDES

PRECAST DIVIDER

CAPACITYIN GALLONS

DESIGN CRITERIA

WASTE FLOWRATE

NUMBER OF MEALSPER PEAK HOUR

XSTORAGEFACTOR

RETENTIONTIME

X X =

UNIFORM PLUMBING CODE - APPENDIX H

4'-0"

31_2

"

5"

5"

12'-10"

8'-0"

12'-0"

5"

6'-0

"

6'-10

"

5"

2"

4'-0

"W

ate

r D

epth

12"

12"

30"

6"

45"

6"

7'-0

"

39"

8'-0

"

6"

6"

8'-0

"

39"

7'-0

"6

"

45"

6"

30"

12"

12"

4'-0

"W

ate

r D

epth

2"

5"

6'-10

"

6'-0

"5

"

12'-0"

8'-0"

12'-10"

5"

5"

31_2

"

4'-0"

1FUTURE RESTAURANT GREASE INTERCEPTOR SCHEMATIC

NOT TO SCALE

GREASE TRAP CALCULATIONS

1 EA. 3-COMPARTMENT SINK 24x20x14 = 66 GPH

1 EA. DISHWASHER = 126 GPH

1 EA. PRE-RINSE/FOOD DISPOSER = 25 GPH

3 EA. FLOOR DRAIN = 45 GPH

1 EA. CAN WASH = 10 GPH

TOTAL = 272 GPH

(272 GPH / 60 MIN.) = 4.53 GPM

(MEALS@PEAK)x(FLOW RATE)x(RETENTION)x(STORAGE FACTOR) = CAPACITY

117 MEALS PER HOUR AT PEAK

117 MEALS x 4.53 GPM x 2.5 HOURS x 1.5 = 2457.0 GALLONS

2HOTEL KITCHEN GREASE INTERCEPTOR SCHEMATIC

NOT TO SCALE

NOTES:

LOCALLY AVAILABLE SIZES

INTERCEPTORS SEPARATORS

CAPACITY (GAL.) CAPACITY (GAL.)

300

550

750

1000

1200

1500

2000

2500

3000

4000

5000

6000

8000

1000

1200

1600

PRECAST BAFFLE4" THICK

24" 24"

8" W/ 6/5/4"BOOT

SOLID RING & COVER,

4CITY OF RALEIGH GREASE INTERCEPTOR REQUIREMENTS

NOT TO SCALE

GREASE TRAP CALCULATIONS

MAIN KITCHEN;

1 EA. 3-COMPARTMENT SINK 18x18x14 = 59 GPH

1 EA. DISHWASHER = 49.5 GPH

1 EA. PREP-SINK = 5 GPH



SUB-TOTAL: = 168.5 GPH

WARMING KITCHEN;

1 EA. DISHWASHER = 23.4 GPH

1 EA. PREP-SINK = 5 GPH



SUB-TOTAL: = 68.4 GPH

TOTAL = 236.9 GPH

(236.9 GPH / 60 MIN.) = 3.95 GPM

(MEALS@PEAK)x(FLOW RATE)x(RETENTION)x(STORAGE FACTOR) = CAPACITY

(150 MEALS BREAKFAST/75 DINNER) 150 MEALS PER HOUR AT PEAK (BREAKFAST)

150 MEALS x 3.95 GPM x 2.5 HOURS x 1.5 = 2221.88 GALLONS

3FP & PLBG PIPES PASSING FOUNDATION

NOT TO SCALE

CITY OF RALEIGH GREASE TRAP CALCULATIONS

MAIN KITCHEN;

1 EA. 3-COMPARTMENT SINK 18x18x14 = 1.5" PIPE DIA. = 1.0 RATING

1 EA. DISHWASHER = 15 GPM

1 EA. PREP-SINK = 1.5" PIPE DIA. = .75 RATING

1 EA. PRE-RINSE/FOOD DISPOSER = 1.5" PIPE DIA. = .75 RATING

2 EA. FLOOR DRAIN = 0

WARMING KITCHEN;

1 EA. FLOOR DRAIN = 0

1 EA. DISHWASHER = 15 GPM

1 EA. PREP-SINK = 1.5" PIPE DIA. = .75 RATING

1 EA. PRE-RINSE/FOOD DISPOSER = 1.5" PIPE DIA. = .75 RATING

SUB-TOTAL: = 4.0 RATING x (1.5"PIPE)15 GPM = 60 GPM

60 GPM + (DW)15 GPM + (DW)15 GPM = 90 GPM

90 GPM x 24 MINUTES = 2160 GALLONS

S-41RRH 3/9/00

1. BAFFLE WALL LOCATED AT A DISTANCE FROM INLET WALL 2/3 TO 3/4 OF THE TOTAL LENGTH

OF THE INTERCEPTOR OR SEPARATOR AS SHOWN ON DETAIL S-40.

BAFFLE WALLS LOCATED AT A DISTANCE APPROXIMATELY OF 1/3 OF THE TOTAL LENGTH OF THE

SEPARATOR AS SHOWN ON DETAIL S-40.01.

ABB 3/19/04

2. EACH INTERCEPTOR OR SEPARATOR SHALL HAVE INLET AND OUTLET TEES. THE OUTLET TEE SHALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET TEE SHALL EXTEND 25% INTO THE LIQUID DEPTH. INLET AND OUTLET TEES MUST BE OPEN TO ALLOW THE COLLECTION OF F.O.G. SAMPLE.

3. ACESS OPENINGS OVER EACH COMPARTMENT WITHIN THE INTERCEPTOR OR SEPARATOR SHALL BE 24 INCHES IN DIAMETER AND CONTAIN PICK HOLES. ALL COVERS SHALL BE CONSTRUCTED OF CAST IRON OR EQUIVALENT TRAFFIC BEARING MATERIAL. MANHOLE COVERS MUST EXTEND TO FINISH GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE OF STORMWATER INTO THE INTERCEPTOR OR SEPARATOR.

4. FULL SIZE DUAL SWEEP CLEANOUTS SHALL BE INSTALLED ON THE INLET AND OUTLET SIDES OF THE INTERCEPTOR OR SEPARATOR.

5. INTERCEPTORS AND SEPARATORS MUST BE VENTED IN ACCORDANCE WITH THE NC STATE PLUMBING CODE.

6. CONCRETE: 4000 PSI @ 28 DAYS.

7. DESIGN: ACI 318 BUILDING CODE ASTM C1613-06 FOR GREASE INTERCEPTORS ASTM C913-02 FOR WATER AND WASTEWATER STRUCTURES ASTM C890-06 FOR MINIMAL STRUCTURAL DESIGN LOADING

8. INTERCEPTORS AND SEPARATORS SHALL BE DESIGNED TO WITHSTAND AN H-20 WHEEL LOAD.

9. INTERCEPTORS OR SEPARATORS MADE OF POLYETHYLENE OR FIBERGLASS SHALL INCLUDE A MINIMUM 12,000 PSI TENSILE STRENGTH, 19,000 PSI FLEXURAL STRENGTH, AND 800,000 PSI FEXURAL MODULUS.

10. ALL INTERCEPTORS AND SEPARATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.

D.H.L. 6/18/08

DIMENSIONS: GREASE INTERCEPTORS OIL-WATER-SANDSEPARATORS1000 GALLON GREASE INTERCEPTOR

S-40RRH 3/9/00

ABB 3/19/04

D.H.L. 6/18/08

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overcash demmitt



09/14/15



9/1

5/2

015 8

:47

:57 P

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Raleigh, NC

DETAILS -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.006122560



See Table "B"for verticalstack sizing

See Tables "A" & "A-1"for drainage

fixture unit values

See Table "D"for horizontalbranch sizing

See Table "C"for horizontaldrain sizing

AERATOR

DE-AERATOR

V.T.R.

Sovent® Sizing RequirementsDRAWING NO. 1

W.C.

W.C.

4" F.D.

3" F.D.

4" AERATOR

4" DE-AERATOR

4" AERATOR

4" V.T.R.

4"

4"

4"

3"

3"

4"

4"

4"

4"

3"

3"

Required Aerator ConnectionsDRAWING NO. 2

Soil Branch

Soil Branch

Waste branch equalto stack size

Waste branch onepipe size smallerthan stack size

Extend stack fullsize thru roof.

Extend stack fullsize thru roof.

AERATOR

AERATOR

DE-AERATOR

"IN-LINE" OFFSET

"IN-LINE" OFFSETMaximum 20'-0"

Maximum 20'-0"

Maximum 20'-0"

Maximum 20'-0"

"In-line" Offset RequirementsDRAWING NO. 3

"In-line" Offsets are madeby using (1) eighth-bend,(1) quarter-bend & (1)eighth-bend.

MAXIMUM of (2)consectutive "In-line"Offsets are permitted.

Stack from upperfloors.


AERATOR

AERATOR

Max. Waste*BranchSize "B"



Stack Size "A"

Stack Size "A"

Stack Size "A"

Direct Stack ConnectionsDRAWING NO. 4

Sovent®Stack

Size "A"

Max.Waste*Size "B"

3" 2"

4" 2-1/2"

5" 3"

6" 4"

8" 5"

* Clear waterwaste branchesonly. No soilsfrom W.C.'s arepermitted.

SOVENT® AERATOR AND STACK RULES

(A) The stack size shall be in accordance with Table B based on the total fixture unit load

determined by Table A or A-1.

(B) The stack shall not telescope or decrease in size and must be continued full size

through the roof. (Drawing No. 1)

(C) An Aerator fitting is required at each level where the following horizontal branches enter

the stack:

(1) Any soil branch

(2) A waste branch the same size as the stack size

(3) A waste branch one pipe size smaller than the stack size

(Drawing No. 2)

(D) The Aerator fitting shall be placed in a vertical plane. Tilting the Aerator to offset the

Sovent® stack is not permitted.

(E) At any level where an Aerator is not required, an “in-line” offset consisting of two

one-eighth bends and one quarter bend may be used. The vertical distance between

Aerators or “in-line” offsets shall not exceed twenty feet (20’-0”). No more than two

consecutive “in-line” offsets are permitted.

(Drawing No. 3)

(F) Waste branches two pipe sizes smaller than the stack size may connect directly to the

stack through a sanitary fitting.

(Drawing No. 4)

(G) Horizontal stack offsets exceeding sixty-degrees (60°) from vertical require a

De-aerator fitting and Pressure Relief Line (PRL). The Pressure Relief Line (PRL) shall

connect to the vertical portion of the stack downstream of the offset. Soil and waste branches

may connect to the horizontal portion of the offset. These connections shall be made

BETWEEN the two vertical portions of the stack at a minimum distance of ten pipe diameters

(based on stack size) downstream of the higher vertical stack. Branch connections to a

horizontal stack offset less than ten pipe diameters in length shall be made as far downstream

on the horizontal as possible. Soil and waste branches shall not connect where the offset

makes a horizontal change of direction. Waste branches may connect to the horizontal

portion of the Pressure Relief Line (PRL), except on office building battery type installations.

Waste branches shall be at least one pipe size smaller than the PRL. Waste branch

connections shall not be made into any vertical portion of the PRL. Clothes washers shall not

connect to the PRL. Horizontal stack offsets shall be sized per Table C based on the total

fixture unit load of all fixtures connecting to the offset and fixtures upstream. The entire stack

size shall be no smaller than the largest horizontal offset size.

(Drawing No. 5)

(H) Sovent® stacks may be combined before entry into the main sewer drain. The stacks

shall combine downstream of each Pressure Relief Line (PRL) termination point. The total

fixture unit load of the combined stacks determines collection drain line sizing.

(Drawing No. 6)

(I) Stack vent headers above the highest fixture may offset prior to the vent thru roof

penetration (VTR). The horizontal vent header and VTR shall be increased one pipe size

when exceeding twenty feet (20’-0”) in horizontal length.

(Drawing No. 7)

(J) Stack vent headers above the highest fixture may be combined prior to the vent thru

roof penetration (VTR) with one vertical stack extending through the roof. The one combined

vertical stack shall be one pipe size larger than the largest of the combined stacks. If the

distance between any stack and the VTR exceeds twenty feet (20’-0”), the horizontal offset

shall be increased one (1) pipe size larger than the downstream stack.

(Drawing No. 7)

The above information is based on data found in Cast Iron Sovent® Design Manual #802as published by Conine Manufacturing Co., Inc. @ Flint, Texas. For more detailed

information contact them at 1-800-537-5895 or visit www.castironsovent.com

Stack from upper floorsor up to VTR atpenthouse condition.

AERATOR

DE-AERATOR

AERATOR

AERATOR


60 degrees orless fromvertical

90°

Horizontal Stack OffsetsDRAWING NO. 5

The PRL shall connect to the verticalportion of the stack downstream of theoffset.

Sixth bend, eighthbend or sixteenthbend typical (2)places.

Soil or Waste

Soil or Waste

Waste Only

Stack Offsets 60 Degrees or LessDRAWING NO. 5

DE-AERATOR


PRL

DE-AERATOR

* *

Combining Sovent® StacksDRAWING NO. 6

DE-AERATOR


PRL

*

*


PRL

*= The PRL connection to the horizontal drain at thebase of each stack terminates the Sovent® system.

Collection Main / House drain sizing is based on the totalDFU values per Table "A" or "A-1" of all combined stacks. Local code sizing tables can be used downstream of thePRL connection with no reduction of sizing permitted.

CollectionMain

CollectionMain

PRL

V.T.R.

Extend stackfull size thruroof.

V.T.R. V.T.R.

20'-0" or less

Over 20'-0"4"

4"

4"

4"

5"

5"

V.T.R.

20'-0" or less

4"

4"

5"

4"

V.T.R.

Over 20'-0"4"

5"

5"

4"

Note 1: The horizontal portion of each individual vent header that

exceeds 20'-0" in length shall be increased one pipe size larger than

the downstream stack size.

Note 2: The vent header from two combined vent headers shall be

increased one pipe size larger than the largest individual vent. This

increased sizing does not apply if previously made as noted above.

Note 3: Sizing for three or more combined vent headers is based on

the cumulative D.F.U. total from each stack and capacities shown in

the table above.

Note 2

Note 1

Note 3

Note 2

Note 3

Max.D.F.U.Load

VentHeader

Size

8" 3600

5"

6"

600

1380

6"

8"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

5"

5"

5"

5"

5"

V.T.R.

Vent Stack Offset RequirementsDRAWING NO. 7

DE-AERATOR

Base Of Stack RequirementsDRAWING NO. 8

Maximum 20'-0"

Maximum 5'-0"

PRL

*

*= The PRL connection tothe horizontal drain at thebase of each stackterminates the Sovent®system.


DE-AERATOR

PRL4"

6"

6"


AERATOR

*

DE-AERATOR

Stack size.

PRL

Min. 10 Pipe Diameters*

(Based On Stack Size)

Pressure Relief Line DetailsDRAWING NO. 9

StackSize

80"8"

MinimumDistance*

4"

6"

5"

3"

40"

60"

50"

30"

P.R.L.

MINIMUM PRL ELEVATION REQUIREMENTS

8" 6"

P.R.L.Size

De-aeratorSize**

5"

6"

4"

4"

4"

3"

*Minimum distance requirements shall apply toany connection into the horizontal drain.

** 3" stacks will use a4" De-aerator at thebase of the stack.

Horizontal drain orstack offset

Horizontal DrainCenterline

Bottom ofPRL

DE-AERATOR

Soil or Waste

The PRL shall connect to the verticalportion of the stack downstream of theoffset.

= Horizontal stack offsets shall besized per Table "C" based on the DFUtotal of all "upstream" fixtures.Increasing the horizontal drain size atthis point will require an increase of theentire stack size from the lowest levelDe-aerator to the VTR terminal.

*

*

*

DE-AERATOR

Stack size

PRL

Min. 10 Pipe Dia.*

(Per Stack Size)

W.C.

4"

2"

4"

4"

4"

3"

3"

3"

3"2"

2"

2"


*Minimum distance requirements shall apply toany connection into the horizontal drain.

Base Of Stack ConnectionsDRAWING NO. 10

3" F.D.

LAV SINK

W.C.

DE-AERATORDE-AERATOR

W.C.

No fixture connectionspermitted into"back-side" of Sovent®building drain.

No fixture connectionspermitted into "run" of asanitary fitting.

DE-AERATOR

Stack size.

PRL

Min. 10 Pipe Diameters*

(Based On Stack Size)

2" LAV SHWR

2"

2"2"

3"

3"

4"

4"

*Minimum distance requirements shall apply to anyconnection into the horizontal drain. Connectionsto the PRL are exempt from this requirement.

Branch Connections To PRLDRAWING NO. 11

6"

4"

3"

3"

MaximumBranchSize**

P.R.L.Size

3" 2-1/2"

MaximumP.R.L.Dfu's

90

90

16

**Clear water waste only.Clothes washers are notpermitted. No connectionsshall enter any verticalportion of the PRL.

LAV

W.C.

W.C.LAV

LAV

W.C.

AERATOR

AERATOR

Interim Level Remote PlumbingDRAWING NO. 12

Stack from upper floors.

Vent mayconnect belowAerator withsufficient ceilingspace.

Min. 3'-0"

DE-AERATOR

PRL

"Conventional" Vent ConnectionsDRAWING NO. 13

W.C.LAV

W.C.

V.T.R.

AERATOR

Stack from upper floors.

Vent mayconnect belowAerator withsufficient ceilingspace.

Min. 3'-0"

Remote"conventional"plumbing. Size waste& vent area per localrequirements.


Fixture unit load total of allconnected "conventional" ventsshall be added for total stackloading.

*

*= The PRL connection tothe horizontal drain at thebase of each stackterminates the Sovent®system.

DE-AERATOR

PRL

W.C.

DE-AERATOR

PRL

DE-AERATOR

PRL

DE-AERATOR

PRL

DE-AERATOR

PRL

DE-AERATOR

PRL

De-aerator Transition DetailsDRAWING NO. 14

ComboWye & 1/8Bend

AeratorFitting

Short Sweep Long Sweep

Two 1/8Bends

ComboWye & 1/8Bend

W.C.LAV

"Conventional" vent headermay be extended directlythru the roof if morepractical.

V.T.R.


AERATOR

Remote Penthouse ConnectionsDRAWING NO. 15

LAV

LAV

W.C.

W.C.AERATOR

Stack to lower floors.

Aerator fitting is required for the followingconnections. 1) Any soil branch. 2) Waste branch sizes equal to stack size. 3) Waste branch sizes one pipe size smaller than stack size.


Aerator fitting is required for thefollowing connections. 1) Any soil branch. 2) Waste branch sizes equal to stack size. 3) Waste branch sizes one pipe size smaller than stack size.

W.C.

3"

3"

AERATOR

AERATOR

W.C.

4"

Soil Branch Developed LengthsDRAWING NO. 16

4"4"

AERATOR

4"

W.C.

3"

W.C. DE-AERATOR

PRL

3"

4"

4"

4"

Max. 27'-0"

Max. 12'-0"

Max. 12'-0"

Max. 27'-0"

Vertical drops fromtrap-arms of fixtures arenot included indeveloped lengthcalculations.

Developed length distance shallinclude 45° elevation changes.

LAV

2"

3"3"

3"

2"

2"

2"

2"LAV

2"

LAV

2"

2"

2"

Waste Branch Developed LengthsDRAWING NO. 17

Max. 15'-0"

Max. 15'-0"

Max. 15'-0"

Max. 15'-0"

F.D.

4"

DE-AERATOR

PRL

2"

LAV

SHWRMax. 15'-0"

Max. 15'-0"

Max. 15'-0"

Max. 15'-0"

Max. 27'-0"

2"

2"3"

3"

4"3"

3"2"

2"

AERATOR

AERATOR

Vertical drops fromtrap-arms of fixtures arenot included indeveloped lengthcalculations.

Developed length distance shallinclude 45° elevation changes.

Miscellaneous Branch DetailsDRAWING NO. 18

DE-AERATOR

PRL

AERATOR

AERATOR

AERATOR

1/4 Bend

1/4 Bend 1/4 Bend

Short Sweep Short Sweep

Short Sweep

2" 2" 2"3"

2" 2" 2"2"

Wye

Wye

WyeCombo

Combo

1/8 Bend

1/8 Bend

Note: Two 1/8 bends may be substituted for asingle short sweep.

2"

LAV

2"

2"

LAV

3"

2"

LAV

2"

40" or less

Over 40"

40" or less

Over 40"45°

Branch Sizing - Vertical DropsDRAWING NO. 19

2"

2"

2"

10'-0" or less

2"

3"

3"

Over 10'-0"

2"

1-1/2"

1-1/4"

1-1/4"1-1/2"

2"

1-1/4"

1-1/2"

2"

1-1/2"

1-1/4"2"

2"

1-1/2"

2"

1-1/4"

LAV LAV

LAV

LAV

LAV

LAV1-1/4"

2"

1-1/2"

1-1/2"

1-1/2"1-1/2"

2"

1-1/2"

1-1/2"

2"

1-1/2"

1-1/2"2"

2"

3"

SINK SINK

SINK

SINK

SINK

SINK1-1/2"

Miscellaneous Branch DetailsDRAWING NO. 20

2"

Single Lavatory Back-to-Back Lavatories Side x Side Lavatories

Single Lavatory

1-1/2"1-1/2"

Single Sink Back-to-Back Sinks Side x Side Sinks

Single Sink

2"

2"

1-1/2"

2"

2"

Single Tub/Shwr

Single Tub/Shwr

TUB

TUB 2"

3"

TUB

1-1/2"

1-1/2"

1-1/2"

TUBTUB

1-1/2"

1-1/2"

45°

TUB

2"

2"

2"2"

2"

Back-to-Back Tub/Shwr Back-to-Back Tub/Shwr

AERATOR

2"

3"

3"

2"

WASHER

AERATOR

WASHER

2"

2"

2"

Max. 5'-0"

Max. 15'-0"

3"

SOVENT® DE-AERATOR AND BUILDING DRAIN RULES

(A) A De-aerator fitting is required at the base of each stack. The De-aerator fitting shall be

installed in the vertical portion of the stack. The distance between the De-aerator fitting and

the Sovent® building drain shall not exceed five feet (5’-0”). The Sovent® building drain size

shall be in accordance with Table C based on the total fixture unit load determined by Table A

or A-1. The transition to a larger Sovent® building drain size shall be made in the vertical

stack below the De-aerator fitting, except as noted in paragraph “I”.

(Drawing No. 8)

(B) The De-aerator fitting uses a Pressure Relief Line (PRL). The Pressure Relief Line

(PRL) connects to the Sovent® building drain a MINIMUM distance of ten pipe diameters

(based on stack size) downstream from the centerline of the stack. The PRL connects to the

Sovent® building drain above the centerline of the drain. The PRL may be rolled to the side

providing the bottom of the PRL is above the centerline of the Sovent® building drain.

(Drawing No. 9)

(C) The installed slope for the Sovent® building drain and PRL is recommended to be

one-quarter inch per foot (2%). Installed slopes of one-eighth inch per foot (1%) are permitted

however pipe capacity is reduced by a factor of 0.8 as shown in Table C. Installed slopes less

than one-eighth inch per foot (1%) are strictly prohibited.

(D) Soil and waste branches may connect to the Sovent® building drain BETWEEN the

centerline of the stack and the termination point of the Pressure Relief Line (PRL). All

connections shall be made a MINIMUM distance of ten pipe diameters (based on stack size)

downstream from the centerline of the stack. Soil and waste branches shall not connect

where the Sovent® building drain makes a horizontal change of direction.

(Drawing No. 10)

(E) Waste branches may connect to the horizontal portion of the Pressure Relief Line

(PRL), except on battery type installations. Waste branches shall be at least one pipe size

smaller than the PRL. Waste branch connections shall not be made into any vertical portion

of the PRL. Clothes washers shall not connect to the PRL.

(Drawing No. 11)

(F) Soil and waste branches may connect downstream of the PRL termination point

providing conventional plumbing rules are applied. The vent header from these fixtures may

connect to the vertical portion of a Sovent® stack below an Aerator fitting through a sanitary

tee installed with the flow radius down. The vent load of these fixtures shall be added to the

fixture unit load on the Sovent® stack.

(Drawing No. 13)

(G) Soil and waste branches may connect to the vertical stack below the De-aerator fitting.

These connections shall be made through a wye-type fitting or through an Aerator fitting.

Entry to the Sovent® building drain from the stack shall be made using a short sweep, long

sweep, two one-eighth bends, or a combination wye & one-eighth bend fitting.

(Drawing No. 14)

(H) Fixtures considered too remote from the Sovent® stack may be plumbed by

conventional methods. This waste and vent area shall be sized in accordance with local

prevailing ordinances.

(Drawings No. 12 & No. 15)

(I) Office building battery type installations and Sovent® stacks serving clothes washers

shall use a De-aerator fitting equal in size to the Sovent® building drain serving that stack. A

four-inch (4”) De-aerator fitting will be required on three-inch (3”) Sovent® stacks.



SOVENT® BRANCH RULES

(A) The maximum developed length of a three-inch (3”) soil branch shall not exceed twelve

feet (12’-0”). The maximum developed length of a four-inch (4”) soil branch shall not exceed

twenty-seven feet (27’-0”). Developed lengths are measured along the centerline of all

horizontal branch piping located in ceiling and wall areas. Vertical drops from trap arms or

fixtures are not included in the developed length calculations.

(Drawing No. 16)

(B) The maximum developed length of a two-inch (2”) waste branch shall not exceed fifteen

feet (15’-0”). The maximum developed length of a three-inch (3”) waste branch shall not

exceed fifteen feet (15’-0”). Developed lengths are measured along the centerline of all

horizontal branch piping located in ceiling and wall areas. Vertical drops from trap arms or

fixtures are not included in the developed length calculations. Waste branches two pipe sizes

smaller than the stack size may connect directly to the stack through a sanitary fitting.

(Drawing No. 17)

(C) Branch sizing shall be in accordance with Table D based on the total fixture unit load

determined by Table A or A-1. The installed slope for horizontal branches is recommended to

be one-quarter inch per foot (2%). Installed slopes of one-eighth inch per foot (1%) are

permitted however pipe capacity is reduced by a factor of 0.8 as shown in Table D. Installed

slopes less than one-eighth inch per foot (1%) are strictly prohibited.

(D) Branches having three ninety-degree (90°) horizontal changes of direction shall be

increased one pipe size at the third ninety degree ( ) change of direction nearest the stack.

This increase is not required if one of the directional changes can be made with two one-eighth

bends or a short sweep radius bend.

(Drawing No. 18)

(E) The transition from a horizontal or vertical branch to another horizontal branch must be

made with a wye-type fitting.

(Drawing No. 18)

(F) Horizontal branch piping at the base of a vertical drop exceeding forty inches (40”) in

height shall be increased one pipe size. This increase is not required when the lower portion

of the drop is made at forty-five degrees (45°) and the upper vertical portion is less than forty

inches (40”).

(Drawing No. 19)

(G) Branch piping with vertical drops exceeding ten feet (10’-0”) shall be increased one pipe

size.

(Drawing No. 19)

(H) A three-inch (3”) soil branch shall be increased one pipe size at the connection point of

other fixtures. This increase is not required when computing fixture unit loads from Table A-1.

(I) Two fixtures using 1-1/4” tailpiece/trap sizes may combine into a single two-inch (2”)

vertical drop. Fixtures using 1-1/2” tailpiece/trap sizes and larger require separate vertical

drops from each trap arm or may combine into a single vertical drop that is increased one pipe

size. This increase is not required if the change in elevation is made at forty-five degrees

(45°). The fixture trap arm shall be one pipe size larger than the fixture tailpiece and this

increase may be made at the wall.

(Drawing No. 20)

(J) Clothes washer branches shall be three-inch (3”) in size. Clothes washer branches with

no vertical drops and developed lengths five feet (5’-0”) or less may be two-inch (2”) in size.

(Drawing No. 20)

(K) Pressure Equalizing Lines may be used as an alternate to the rules concerning

increased branch sizes. Pressure Equalizing Lines shall rise vertically above the branch and

connect to the Sovent stack above the flood rim of the fixtures they serve. Pressure

Equalizing Lines may be led directly through the roof.



TABLE A

Fixture Type Trap Size D.F.U. Rating All Other Fixtures

Bar Sink 1-1/2 2 Trap Size D.F.U. Rating

Bath Group (Full)* 6 1-1/4 1

Bathtub 1-1/2 2 1-1/2 2

Bidet 1-1/2 2 2 3

Clothes Washer 2 4 2-1/2 4

Dishwasher 1-1/2 2 3 5

Disposer 1-1/2 3 4 6

Drinking Fountain 1-1/4 1

Floor Drain - 2" 2 2

Floor Drain - 3" 3 5 * Bath Group (Full) consists of (1) W.C.,

Kitchen Group*** 5 (1) Lavatory & (1) Tub/Shower

Lavatory 1-1/4 1

Service Sink 3 5 ** Bath Group (Half) consists of (1) W.C.

Shower 2 2 & (1) Lavatory

Sink 1-1/2 2

Urinal 2 4 *** Kitchen Group consists of (1) Sink

Water Closet 3 6 Trap, with Dishwasher and Disposer

TABLE A-1Drainage Fixture Unit (DFU) Values For Water Saving Fixtures

Building Type - D.F.U. Rating

Fixture Type Trap Size Apt/Condo Office Hotels

Bar Sink 1-1/4 0.5 0.5 0.5

Bath Group (Full)* 3.0 4.0

Bath Group (Half)** 2.0 3.0

Bathtub 1-1/2 3.0 3.0

Bidet 1-1/2 1.0 1.0

Clothes Washer 2 4.0

Dishwasher 1-1/2 2.0 2.0

Disposer 1-1/2 0.5

Drinking Fountain 1-1/4 0.5

Floor Drain (Emergency) 2 thru 4 0.0 0.0 0.0

Kitchen Group*** 3.0

Lavatory 1-1/4 1.0 1.0 0.5

Service Sink 3 3.0 3.0 3.0

Shower 2 2.0 2.5

Sink 1-1/2 2.0 2.0 2.0

Urinal 2 3.0

Water Closet 3 3.0 3.0

Water Closet (Public) 3 4.0

NOTE: Increased W.C. branch sizing as outlined in Cast Iron Sovent® Design

Manual #802 (Branch Rules- para. H) does not apply when using Table A-1.

The above information is based on data found in Cast Iron Sovent® Design

Manual #802 as published by Conine Manufacturing Co., Inc. @ Flint, Texas.

For more detailed information contact them at 1-800-537-5895 or visit

www.castironsovent.com

TABLE B

Size Max. DFU's

* 3" 64

* 3" over 7 floors 102

4" 504

5" 1,010

6" 2,200

8" 3,900

* No more than twelve (12) W.C.'s are permitted on

3" stacks. The 3" stack will use a 4" De-aerator

at the base of the stack.

TABLE C

Drain 1/4"/ft. (2%) 1/8"/ft. (1%)

Size Max. D.F.U. Max. D.F.U.

4" 120 96

5" 350 280

6" 850 680

8" 2,700 2,160

10" 3,900 3,120

12" 5,800 4,640

Note: This table is also used for sizing horizontal

stack offsets.

TABLE D

Branch 1/4"/ft. (2%) 1/8"/ft. (1%)

Size Max. D.F.U. Max. D.F.U.

2" ** 6 ** 5

3" 16 13

4" 90 72

** No W.C.'s are permitted on 2" branches. Clothes

washer branches 2" in size shall not exceed

five feet (5'-0") in developed length.

Cast Iron Sovent® systems shall be designed using

the load values as shown herein.

For loading values and design applications not

shown in this manual, please contact our office.

The above information is based on data found in Cast Iron Sovent® Design Manual #802 as published by Conine

Manufacturing Co., Inc. @ Flint, Texas. For more

detailed information contact them at 1-800-537-5895

or visit www.castironsovent.com


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DETAILS SOVENT- PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.007122560



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FIRE STOPDETAILS -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.008122560



DN

DN

8 9

H

E

2 4 6 6.9

K

M

11 13 15 16

L

J

F

B

A

10

G

D

75 12 1431.3 15.5

A.2

A.8

1.71 1.5 15.210.9

C

INV. 50"INV. 19"

LT1

INV. 38"INV. 30"

INV. 55"

WCO

FCO

FCO

FCO

FCO

INV. 39"

FCO

FCO

FCO

WCO

FCO

4"ø

2 1/2"ø

6"ø 2 1/2"ø

6"ø

3"ø

4"ø

4"ø

6"ø

6"ø

6"ø

6"ø

10"ø

6"ø 6"ø

6"ø

6"ø

4"ø

6"W UP4"RL UP(1796)

INV. 29"INV. 22.5"

4"RL UP(1296)

3"W UP

2-1/2"W UP

2-1/2"W UP

4"RL UP(978.6)

6"W UP

2-1/2"W UP

GCO

6"RL UP(4670.8)

4"RL UP(1129)

4"ø

8"ø

4"ø

GWGWGW

6"ø6"ø6"ø8"ø

3"ø

3"W UP

6"RL UP(5295.8) 6"ø

4"W UP

4"ø

4"W UP

4"W UP 3"W UP

3"ø

4"ø

4"ø4"ø

4"ø

4RL DN(3197)

4"ø

8"ø

8"ø

8"ø

3"W UP

3"ø

3"W UP

3"ø

FCO

10"ø

10"ø

10"ø

10"ø

10"ø

6"W UP

4"W UP

3"ø4"ø6"ø

6"ø

6"ø

6"ø

6"RL UP(4630.6)

6"ø

10"øFCO

FCOGCO

6"ø

FCO

CLEANOUT FORFUTURE TENANTUPFIT TOILETS

4"ø

4"ø

6"øFCO

GW

GW

GW

INV. 30"INV. 14"

4"ø

2"ø

3"V UP & 2"V DN4"GW UP

6"RL UP(4485.8)

2-1/2"W UP4"ø

3"W UP

3"ø

10"ø

4"V UP

2500 GALLONFUTURE RESTAURANTGREASE INTERCEPTORSEE DETAIL AND CALCULATIONS

GCO

2500 GALLONHOTEL RESTAURANTGREASE INTERCEPTORSEE DETAIL AND CALCULATIONS

GCO

GCO

GCO

4"ø

4"ø

2"øVENT BELOW

GRADE

2"øVENT BELOW

GRADE GW

GW

4"V DN

4"ø

4"ø

4"FD3

4"ø

3"V CAPPEDFOR FUTURE

3"ø

3"ø

3"ø

3"V DN

4"DCW UP

3"V CAPPEDFOR FUTURE

FCO

INV. 53.5"

INV. 16"

INV. 22"

INV. 28"

INV. 35"

INV. 38"

INV. 23" INV. 37.5"TOP 27.5"CROSS 27"

INV. 24"TOP 28"CROSS 17.5"

INV. 40"TOP 36"CROSS 23"

INV. 38"

INV. 50"

INV. 48"INV. 43"

INV. 40"


6"ø

2 1/

2"ø

2 1/2"

ø

INV. 29.5"

INV. 36"


INV. 32"

INV. 34"

INV. 31.5"TOP 25.5"CROSS 22.5"

INV. 23.5"

4"ø

4"ø

INV. 24"

INV. 28"

INV. 33"INV. 33.5"

(11417.4)

(5799.8)

10" RAINWATER (UN-TREATED)SEE CIVIL FOR CONTINUATION(21,627 SQ.FT.)

10" RAINWATER (TREATED)SEE CIVIL FOR CONTINUATION(15,290.4 SQ.FT.)

GCOGCO

GCO

8" SANITARY SEWERSEE CIVIL FOR CONTINUATION(1080 DFU) 8"ø

8"ø

4" SANITARY SEWERSEE CIVIL FOR CONTINUATION

6" SANITARY SEWERSEE CIVIL FOR CONTINUATION(407 DFU)

GT1

GT2

2"ø

INV. 57"

PD2"

ø

SP1

24"x24"x24"DPSUMP PUMP PIT

3"ø

4"ø

6"ø

(158

27.2)

(7462.8)

(120

93.4)

INV. 41.5"TOP 35.5"CROSS 25"

INV. 26.5"

10"ø

(126

70.4)

3"RL UP TO 3" RD1

6"RL UP TO 6" RD1 6"RL UP TO 6" RD1

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

3"ø

3"RL UPTO 3" RD1

6"W DN

6"W UP

4"W UP

3"W UP

4RL UP(3197)

4" AD154 SQ.FT. FLOOR54 SQ.FT. TOTAL


6"ø

4"ø

4"ø


RAINLEADER AT CEILING


(3156.8)


(6025.6)

(737

4.6)

SLOP

E 2%

NOTE:1.) PRIMARY RAINFALL BASED ON 4" PER HOUR.2.) ALL STORMWATER PIPE SLOPE AT 1% UNLESS NOTED OTHERWISE.3.) COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH STRUCTURAL FOOTINGS.

8"ø

6"ø 6"ø

6"ø

(2977)

(448

5.8)

8"ø

6"ø

3" RD1150 SQ.FT. FLOOR1365 SQ.FT. WALL1515 SQ.FT. TOTAL



3"ø

3"RL DN

4% SLOPE

4% SLOPE3"ø

3"RL DN 3"ø4% SLOPE 3" RD1

82 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL





NOTE:ALL 3" CANOPYDRAIN PIPESHALL BE 4%SLOPE (TYP)

3"RL DN

3"ø 3"ø

3"RL DN

3"ø

3"RL DN FCO

3"RL DN

3"RL DN

4"ø4"ø 3"ø

3"ø

FCO 4"ø 4"ø

4"ø

2"ø 2"COND UP

2"COND UP

2"COND UP

2"ø

2"ø

2"ø

(186

0.8)

(48.6)(181

2.2)

(16.2)

IS O AN

LRP

EOF S

EN E RG IE N

27919SEAL

GDIRDLAMAIL

WIL

T

ON

ROLH RCA

I

AN

E

L.

overcash demmitt2010 south tryon st. suite 1a

charlotte north carolina 28203office.704.332.1615

web. www.oda.us.com

09/14/15



9/16

/201

5 3:

41:4

6 PM


Raleigh, NC

1ST FLOOR PLANWASTE -PLUMBING

09.14.2015PERMIT SUBMITTAL

P.101122560

1/8" = 1'-0"1 1st FLOOR PLAN WASTE - PLUMBING

NOTES:1.) ALL FLOOR PENETRATIONS SHALL BE A MINIMUM OF 18" FROMCENTER OF COLUMN TO EDGE OF PIPE SLEEVE AT ELEVATED SLABS.2.) ALL WASTE PIPE SHALL BE INSTALLED INACCORDANCE WITH CASTIRON SOVENT DESIGN MANUAL #802 - VERSION E802.04.

No. Description DatePERMIT SUBMITTAL 9/14/15

8 9

H

E

2 4 6 6.9

K

M

11 13 15 16

L

J

F

B

A

10

G

D

75 12 1431.3 15.5

A.2

A.8

1.71 1.5 15.210.9

C

STORAGE

211DINING/ PUBLIC

SPACE

206

SERVING

208

KITCHEN

209

BAR

207

LINEN ROOM

202

PUMP ROOM

223

MT STOR

217

GUEST LAUNDRY

215

WOMEN

213

MEN

212

DRYERS

221

EMPLOYEE

LOUNGE

218

STORAGE

219

ELEV LOBBY

201

MEETING ROOM-1

226

CORRIDOR

205

MEETING ROOM-2

226EXERCISE ROOM

224

6"ø

4" RD1


4" RD1


3" RD1

314 SQ.FT. FLOOR50%=157 SQ.FT. TOTAL

3" RD1

314 SQ.FT. FLOOR50%=157 SQ.FT. TOTAL

4"RL UP

6"RL DN

4"RL UP TO 4"RD14"FD2

2"FD1 2"FD1

HB1HB1

P1H

P1

P1

P1

P2H

P1H

P3

P3

P3

P3

P4

P8 P9

P5

P1H

P6WB1

4" LAUNDRY ROOMWASTE DN TO LINTTRAP ON 1ST FLOOR

6"FD3

6" LAUNDRY ROOMWASTE DN TO LINTTRAP ON 1ST FLOOR

WB1 WB1

WB1 WB1

WB1

3"W DN6"RL DN

6"RL UP

4"W UP4"W UP

4"W DN

4" LINT DN

6"W DN

6"W DN

6"RL UP

6"RL DN

3"W DN3"W DN

6"W UP&DN

4"W DN & 2-1/2"W UP

6"RL DN

4"GW DN

3"V UP & DN

6"RL UP

4"W UP&DN

4"W UP 4"W UP

2-1/2"W UP & DN

4"W UP

3"W UP3"W DN

4"RL DN

4"RL DN

4"W UP

(805)

(973)

(177

8)

4"W UP 4"W UP

4"RL UP4"RL UP

6"ø

4"ø

2-1/2"W DN

P3

4"RL UP & DN

P7

SS1

3"W DN

EMPLOYEE

TOILET

236

SALES

214ENGINEER OFFICE

234

HK

235

STAIR NO.2

S022STAIR NO.1

S021

OUTDOOR

TERRACE

232SOCIAL LOUNGE

227

ELECTRICAL

204ELECTRICAL

203

CORNER

BEDROOM

208

STUDIO

206

STUDIO

204

STUDIO

CONNECTOR

(LOCKOUT)

202

STUDIO

CONNECTOR

(LOCKOUT)

201

WASHERS

220

P.4041

AAAA

AA AA

BB BB BB BB

1-1/2" AHU CONDENSATE TRAP1-1/2" AIR ADMITTANCE VALVE

(COVERED)

1-1/2" AHU CONDENSATE TRAP

4"RL UP

4"RL UP

4"RL DN 2"COND. DN

2"COND. UP

2" BELOW FLOOR

2"COND. UP&DN

2"COND. DN

2"COND. UP

2-1/2"W DN

4"ø

2"ø 4"ø

2"ø

4"ø

4"ø

6"ø

6"ø

4"ø

4"ø

4"ø

4"ø

2"ø 2"ø

2"ø 6"ø

6"ø

6"ø

4"UP TO 4"VTR

4"ø

4"ø 4"ø

4"ø

2"ø

2" COND PIPEBELOW FLOOR

RL ABV CLG RL ABV CLG

2"COND DN

6"ø

4"ø

4"ø

4"ø

4"ø

RL ABV CLG

RL ABV CLG

W BLW FLR

GW BLW FLR

V ABV CLG

4"ø

6"ø 2 1

/2"ø

4"ø

2"CONDCONNECTION

4"W UP

2"COND UP

2"COND UP

2"COND UP

2-1/2"W DN

2-1/2"W UP

1

P.603

2

P.603

3

P.603

4

P.603

1

P.604

2

P.604

IS O

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LRP

EOF S

EN E RG IE N

27919

SEAL

GDI

RDLAMAIL

WIL

T

ON

ROLH RCA

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AN

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L.

overcash demmitt



09/14/15



9/1

5/2

015 8

:49

:03 P

M


Raleigh, NC

2ND FLOOR PLANWASTE -PLUMBING

09.14.2015

PERMIT SUBMITTAL

P.102122560

1/8" = 1'-0"1

2ND FLOOR PLAN WASTE - PLUMBING

NOTES:1.) REFER TO SHEETS P301 AND P302 FOR ENLARGED UNIT WASTE PLANS.2.) ALL FLOOR PENETRATIONS SHALL BE A MINIMUM OF 18" FROM CENTEROF COLUMN TO EDGE OF PIPE SLEEVE AT ELEVATED FLOOR SLABS.3.) ALL WASTE PIPE SHALL BE INSTALLED INACCORDANCE WITH CAST IRONSOVENT DESIGN MANUAL #802 - VERSION E802.04.



150914 P.001 - GENERAL NOTES - PLUMBING

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Transcript of 150914 P.001 - GENERAL NOTES - PLUMBING